Exhibit 4.17
Note: Confidential treatment has been requested for portions of this exhibit.
The copy filed herewith omits the information subject to the confidentiality
request. Omissions are designated as "***." A complete version of this exhibit
has been filed separately with the Securities and Exchange Commission
ARTICLES OF AGREEMENT
ARTICLES OF AGREEMENT
[STAMP]
28 October 2002 Contract No. LCC-300
ARTICLES OF AGREEMENT
THIS AGREEMENT is made the 31st day of March 2003.
BETWEEN:
(1) KOWLOON-CANTON RAILWAY CORPORATION of KCRC House, No. 9, Lok King
Street, Fo Tan, Shatin, New Territories, Hong Kong (together with its
successors and assigns, "the Employer"); and
(2) BALFOUR ▇▇▇▇▇▇ GROUP LIMITED of ▇▇▇▇▇▇ ▇▇▇▇▇, ▇▇▇ ▇▇▇▇▇▇ ▇▇▇▇, ▇▇▇▇▇▇
▇▇▇▇ ▇▇▇, ▇▇▇▇▇▇▇, a company incorporated in and in accordance with the
laws of England; and
▇▇▇ CONSTRUCTION COMPANY LIMITED of 2304-6 World Trade Centre, 280
Gloucester Road, Causeway Bay, Hong Kong, a company incorporated in and
in accordance with the laws of Hong Kong,
(together, "the Contractor") operating for the purposes of the Contract
as "BALFOUR ▇▇▇▇▇▇-▇▇▇ JOINT VENTURE".
WHEREAS:
(A) The Employer requires the Works to be executed as part of the Project
and has accepted the Tender.
(B) The Contractor has jointly and severally agreed to execute the Works.
NOW IT IS HEREBY AGREED as follows:
1. In consideration of the payments to be made by the Employer to the
Contractor as hereinafter mentioned, the Contractor hereby jointly and
severally covenants with the Employer to execute the Works in accordance
with the Contract.
2. The Employer hereby covenants to pay to the Contractor in consideration
of the execution of the Works the Final Contract Sum or such other sums
as may be payable to the Contractor in accordance with the Contract at
the times and in the manner prescribed by the Contract.
3. The Contract comprises the entire agreement between the parties hereto
relating to the transactions provided for therein and supersedes any
previous agreements between the parties relating thereto or any part
[STAMP]
thereof. Save to the extent that any statement, condition,
qualification, warranty, representation or undertaking made in the
Tender, or in any discussion or correspondence thereon or relating
thereto, is expressly incorporated in the Contract, the same is not so
incorporated and is hereby withdrawn.
4. The Employer's address for service of documents shall be the address
first referred to above and the Contractor's address for service of
documents shall be 904 Skyway House, 3 Sham Mong Road, Tai ▇▇▇ ▇▇▇▇,
Kowloon, Hong Kong.
5. Words and expressions used in these Articles of Agreement shall have the
same meaning as are respectively assigned to them in Clause 1 of the
General Conditions attached hereto.
IN WITNESS whereof this Agreement has been executed as a deed the day and year
first above written.
THE SEAL of )
KOWLOON-CANTON )
RAILWAY CORPORATION )
is hereunto affixed by authority of the )
Managing Board; and signed by: )
[STAMP]
[SIGNATURE] [SIGNATURE]
----------------------- --------------------------
(Authorized Signature) (Authorized Signature)
K.Y. ▇▇▇▇▇ ▇ ▇ ▇▇▇▇▇▇▇
Chief Executive Officer Company Secretary
[SIGNATURE] [SIGNATURE]
----------------------- --------------------------
(Witness) ▇▇▇▇▇ ▇▇▇▇ (Witness) ▇▇▇▇▇▇ ▇▇
[STAMP]
SIGNED, SEALED AND DELIVERED )
by Mr. ▇▇▇▇▇ ▇▇▇▇▇▇ SUFF and Mr. ▇▇▇▇ ▇▇▇▇▇▇ )
as lawful attorneys for and on behalf of )
BALFOUR ▇▇▇▇▇▇ GROUP LIMITED )
under Power of Attorney dated 1 November 2002 )
in the presence of: )
[SIGNATURE] [SIGNATURE]
----------------------- --------------------------
Mr. ▇▇▇▇▇ ▇▇▇▇▇▇ SUFF Mr. ▇▇▇▇ ▇▇▇▇▇▇
THE SEAL of )
▇▇▇ CONSTRUCTION COMPANY LIMITED )
was hereto affixed by authority of the Board )
in the presence of ▇▇. ▇▇▇▇▇ ▇▇▇ )
[STAMP]
[SIGNATURE]
-----------------------
▇▇. ▇▇▇▇▇ ▇▇▇
[STAMP]
LETTER OF ACCEPTANCE
LETTER OF ACCEPTANCE
[STAMP]
28 October 2002 Contract No. LCC-300
[LOGO] KCR [CHINESE CHARACTERS]
[CHINESE CHARACTERS] Kowloon-Canton Railway Corporation
[CHINESE CHARACTERS]
East Rail Extensions Division
Our Ref.: ERE/PRT/LCC300/TE112 (E1-386155)
28 October 2002
Balfour ▇▇▇▇▇▇-▇▇▇ Joint Venture
Comprising:
Balfour ▇▇▇▇▇▇ Group Limited
904 Skyway House,
3 Sham Mong Road,
Tai ▇▇▇ ▇▇▇▇, Kowloon,
Hong Kong
and
▇▇▇ Construction Company Limited
2304-6 World Trade Centre,
▇▇▇ ▇▇▇▇▇▇▇▇▇▇ ▇▇▇▇,
▇▇▇▇▇▇▇▇ ▇▇▇,
▇▇▇▇ ▇▇▇▇
Dear Sirs,
Kowloon-Canton Railway Corporation
East Rail Extensions
Tender No. 2002-0001
Contract No. LCC-300
Lok Ma ▇▇▇▇ Terminus and Associated Works
LETTER OF ACCEPTANCE
1. I am pleased to inform you that the Alternative Tender 1 - with Membrane
Bioreactor Sewage Treatment Process (the "Tender") submitted by you on 9
August 2002, as modified by the Letter of Clarification referred to in
Paragraph 2 below, with a Tender Total of HK$1,227,981,513.00 (Hong Kong
Dollars ONE BILLION TWO HUNDRED AND TWENTY SEVEN MILLION NINE HUNDRED
EIGHTY ONE THOUSAND FIVE HUNDRED THIRTEEN Only) is hereby accepted.
2. The Letter of Clarification Ref.: ERE/PRT/LCC300/TE110 (E1-386143) dated
24 October 2002 together with its attachments (hereafter referred to as
"Letter of Clarification") shall form part of this Letter of Acceptance
and part of the Contract, and the provisions of this Letter of
Acceptance and the Letter of Clarification shall prevail over any
provision contained in any other document forming part of the Contract
which is inconsistent with, or creates any ambiguity with, this Letter
of Acceptance and the Letter of Clarification.
[STAMP]
[CHINESE CHARACTER] [LOGO]
KCRC ▇▇▇▇ ▇▇▇ Building. ▇ ▇▇▇▇▇▇ ▇▇▇ ▇▇▇▇. ▇▇▇▇ ▇▇▇, [ILLEGIBLE] Hong Kong
Telephone: (▇▇▇) ▇▇▇▇ ▇▇▇▇ Facsimile: (▇▇▇) ▇▇▇▇ ▇▇▇▇
Our Ref.: ERE/PRT/LCC300/TE112 (E1-386155)(Page 2 of 2)
28 October 2002
3. The Contractor's bond to be provided by you by 10 November 2002 in
accordance with Clause 14.1(a) of the General Conditions, in the form
contained in Schedule 5 to the General Conditions, shall be obtained
from The Hongkong and Shanghai Banking Corporation Limited or Credit
Lyonnais or such other bank or financial institution which is approved
by the Corporation.
4. A Parent Company Guarantee and Parent Company Undertaking in the forms
contained in Schedules 6 and 7 to the General Conditions, respectively,
to be provided by you by 10 November 2002 in accordance with Clause
14.1(b) of the General Conditions, shall be provided by Balfour ▇▇▇▇▇▇
plc of ▇▇▇ ▇▇▇▇▇▇ ▇▇▇▇, ▇▇▇▇▇▇ ▇▇▇▇ ▇▇▇ and ▇▇▇ Construction Holdings
(BVI) Limited of 2304-6 World Trade Centre, ▇▇▇ ▇▇▇▇▇▇▇▇▇▇ ▇▇▇▇,
▇▇▇▇▇▇▇▇ ▇▇▇, ▇▇▇▇ ▇▇▇▇ respectively.
5. The Date for Commencement of the Works shall be 28 October 2002.
6. The Engineer for the purposes of the Contract shall be ▇▇. ▇▇▇▇▇ ▇.
▇▇▇▇▇▇ of ▇▇▇▇ ▇▇▇▇▇▇▇ Limited.
7. I should be grateful if you would confirm your acceptance of all matters
referred to in this Letter of Acceptance by signing the attached
duplicate of this letter and returning it to this office.
Yours faithfully,
[SIGNATURE] [SIGNATURE]
--------------------------------- ----------------------------
▇▇▇▇▇ ▇▇▇▇▇ Agreed and accepted by
Senior Director, Capital Projects D.R. Suff
For and on behalf of General Manager
The Kowloon-Canton Railway For and on behalf of
Corporation Balfour ▇▇▇▇▇▇ Group Limited
[SIGNATURE]
----------------------------
Agreed and accepted by
▇.▇.▇▇
Construction Manager
For and on behalf of
▇▇▇ Construction Company
Limited
[STAMP]
LETTER OF CLARIFICATION
LETTER OF CLARIFICATION
[STAMP]
28 October 2002 Contract No. LCC-300
[LOGO] KCR [CHINESE CHARACTER]
[CHINESE CHARACTER] Kowloon-Canton Railway Corporation
[CHINESE CHARACTER]
East Rail Extensions Division
Our Ref: ERE/PRT/LCC300/TE110 (E1-386143)
24 October 2002
To: Balfour ▇▇▇▇▇▇ Group Limited BY COLLECTION
904 Skyway House,
3 Sham Mong Road,
Tai ▇▇▇ ▇▇▇▇, Kowloon,
Hong Kong
▇▇▇ Construction Company Limited
2304-6 World Trade Centre,
▇▇▇ ▇▇▇▇▇▇▇▇▇▇ ▇▇▇▇,
▇▇▇▇▇▇▇▇ ▇▇▇,
▇▇▇▇ ▇▇▇▇
Attn: Mr. D.R. Suff
Dear Sirs,
Kowloon-Canton Railway Corporation
Tender No. 2002-0001
Contract No. LCC-300
Lok Ma ▇▇▇▇ Terminus and Associated Works
LETTER OF CLARIFICATION
1. In the event that the Kowloon-Canton Railway Corporation ("the
Corporation") elects to accept the Alternative Tender 1 - with Membrane
Bioreactor Sewage Treatment Process (the "Tender") submitted by you on 9
August 2002, the resulting contract (the "Contract") shall consist of
and be constituted by:
(a) the Letter of Acceptance as issued by the Corporation (which
will include as an attachment, this Letter of Clarification);
(b) the Tender (consisting of the Form of Tender and Appendices 1
and 2 thereto);
(c) the General Conditions of Contract (5 April 2000 Edition) and
Special Conditions of Contract;
(d) the Drawings;
[STAMP]
[CHINESE CHARACTER] [LOGO]
KCRC ▇▇▇▇ ▇▇▇ Building. ▇ ▇▇▇▇▇▇ ▇▇▇ ▇▇▇▇. ▇▇▇▇ ▇▇▇, [ILLEGIBLE] Hong Kong
Telephone: (▇▇▇) ▇▇▇▇ ▇▇▇▇ Facsimile: (▇▇▇) ▇▇▇▇ ▇▇▇▇
Our Ref.: ERE/PRT/LCC300/TE110(E1-386143)
24 October 2002
(e) the Specification (consisting of the Particular Specification,
the General Specification for Civil Engineering and Building
Works and the Standard Specifications (Volumes 1 to 5)); and
(f) the Articles of Agreement upon execution by the parties,
other than items (a) and (f) above, all in the form contained in the
Tender Documents issued to you on 26 April 2002, as modified by Addenda
No. 1 and 2 inclusive thereto and as further modified by the terms of
this Letter of Clarification.
2. The corrected Tender Total is HK$1,227,981,513.00 (Hong Kong Dollars ONE
BILLION TWO HUNDRED AND TWENTY-SEVEN MILLION NINE HUNDRED EIGHTY ONE
THOUSAND FIVE HUNDRED THIRTEEN Only).
3. The Pricing Document included in Appendix 2 to the Form of Tender shall
be amended in accordance with Attachment 1 to this Letter of
Clarification. You confirm that these amendments to the Pricing Document
will form part of the Contract from the date of the Letter of
Acceptance.
4. The Particular Specification included in the Specification shall be
amended in accordance with Attachment 2 to this Letter of Clarification.
You confirm that these amendments to the Particular Specification will
form part of the Contract from the date of the Letter of Acceptance,
without any amendment to the corrected Tender Total referred to in
Paragraph 2 and without any entitlement on your part to receive any
extension of time for substantial completion of the Works or any Section
or the achievement of any Stage.
5. You confirm that the amended Drawings listed and included in Attachment
3 to this Letter of Clarification will form part of the Contract from
the date of the Letter of Acceptance, without any amendment to the
corrected Tender Total referred to in Paragraph 2 and without any
entitlement on your part to receive any extension of time for
substantial completion of the Works or any Section or the achievement of
any Stage.
6. The Contractor's Bond in the form contained in Schedule 5 to the General
Conditions to be provided by you in accordance with Clause 14.1(a) of
the General Conditions shall be provided by The Hongkong and Shanghai
Banking Corporation Limited or Credit Lyonnais or such other financial
institution as may be approved by the Corporation.
7. Without limiting any of the Contractor's obligations in particular under
Clause 5 of the General Conditions, and without creating or placing any
obligation upon the Employer, you shall employ the sub-contractors,
whose names are listed in Attachment 4 to this Letter of Clarification,
or such other companies for which consent of the Engineer has been
obtained in accordance with Clause 5 of the General Conditions, for the
Works. You shall not remove or replace any of the sub-contractors as
listed in Attachment 4 to this Letter of Clarification, save with
[STAMP]
Contract No. LCC-300 Page 2 of 7 LOC
Our Ref.: ERE/PRT/LCC300/TE110 (E1-386143)
24 October 2002
the prior consent of the Engineer, such consent not to be unreasonably
withheld in respect of any suitably qualified and experienced
replacement.
8. Pursuant to Clause 6 of the General Conditions, you confirm that you
will appoint Babtie Asia Limited or ▇▇▇▇▇▇ ▇▇▇▇▇ & ▇▇▇▇▇▇ Hong Kong
Limited or such other company as may be reviewed without objection by
the Engineer, to perform the Contractor's design checking obligations
under the Contract in the capacity of the Independent Checking Engineer.
9. Without limiting any of the Contractor's obligations, you shall employ
in the management and construction of the Works, the key personnel
referred to in Attachment 5 to this Letter of Clarification. You shall
not remove or replace any member of such key personnel, save with the
prior consent of the Engineer, such consent not to be unreasonably
withheld in respect of any suitably qualified and experienced
replacement.
10. You confirm that you will not adopt bentonite slurry for piling.
11. You confirm that in respect of your proposed Membrane Bioreactor
Treatment (MBR) process:
. It can be accommodated within the structural envelope of the
Sewage Treatment Plant building structure;
. No special requirements arise from the adoption of the MBR
process in respect of civil, structural and E&M design of the
Sewage Treatment Plant building;
. You will liaise and obtain necessary approvals from the relevant
Government Departments; and
. Should the MBR process impose any risk to the construction
programme or approval in connection with the MBR process cannot
be obtained a timely fashion from the relevant Government
Departments, or for whatever reason the Engineer considers
deemed necessary, you will carry out and complete the Works in
accordance with the conforming design contained in the
Specification at no extra cost to the corrected Tender Total
referred to in Paragraph 2, and without any entitlement on your
part to receive any extension of time for substantial completion
of the Works or any Section or the achievement of any Stage.
12. You confirm that in respect of the management of wastewater and/or silty
runoff, you shall use settlement tanks either in conjunction with a
proven technique for the removal of excess nutrients, or as stand-alone
systems to control the amount of suspended solids that could be
generated during the earthworks operation, to within specified limits,
prior to discharging the excess water into the adjacent watercourses.
[STAMP]
Contract No. LCC-300 Page 3 of 7 LOC
Our Ref.: ERE/PRT/LCC300/TE110 (E1-386143)
24 October 2002
13. You confirm that in respect of your proposed pre-cast construction
option:
. You will procure that the Contractor's design consultant will
maintain the requisite professional indemnity insurance policy
in accordance with Clause SCC1 of the Special Conditions.
. You shall supply to the Engineer the design warranty duly
executed by the Contractor's design consultant as a deed in the
form appearing in Attachment 1 to the Special Conditions.
. The alternative design for the pre-cast works shall be fully in
conformance with KCRC ERE Design Criteria and KCRC Materials and
Workmanship Specification for pre-cast works.
. The performance, quality, functionality, durability and
maintainability of the building using the pre-cast construction
option shall be similar to or better than construction
conforming to the Specification.
. You have allowed for all changes to the design resulting from
such option including but not limited to piling, civil,
structural, architectural, E&M, and requirements of AP and RSE
and all KCRC and Government approval, without any amendment to
the corrected Tender Total referred to in Paragraph 2 and
without any entitlement on your part to receive any extension of
time for substantial completion of the Works or any Section or
the achievement of any Stage.
. You will appoint an Independent Checking Engineer to check and
certify the design, construction and installation of the
pre-cast works.
. Should the pre-cast construction impose any risk to the
construction programme, or approval in connection with the
pre-cast construction cannot be obtained a timely fashion from
the relevant Government Departments, or for whatever reason the
Engineer considers deemed necessary, you will carry out and
complete the Works in accordance with the conforming design
contained in the Specification at no extra cost to the corrected
Tender Total referred to in Paragraph 2, and without any
entitlement on your part to receive any extension of time for
substantial completion of the Works or any Section or the
achievement of any Stage.
14. The Special Conditions of Contract shall be amended in accordance with
Attachment 6 to this Letter of Clarification. You confirm that you have
no objection to the incorporation of the synopsis of the Employees'
Compensation Policy included in the Attachment 2 to the Special
Conditions.
15. You confirm that you have no objection to the extension cover in
addition to the employees' compensation insurance, pursuant to clause
33.1(g) of the General Conditions, with no amendment to the corrected
Tender Total referred to in
[STAMP]
Contract No. LCC-300 Page 4 of 7 LOC
Our Ref.: ERE/PRT/LCC300/TE110 (E1-386143)
24 October ▇▇▇▇
▇▇▇▇▇▇▇▇▇ 2. The proposed arrangement will be restricted to common law
protection for self employed "labour only" sub-contractors or sole
proprietors, with a limit of HK$100 million per occurrence and in
aggregate, and subject to policy deductible for each occurrence of 5% of
the adjusted loss, with a minimum of HK$100,000. You confirm that you
will be responsible at your own cost for the amount of the policy
deductible for the self employed "labour only" subcontractors or sole
proprietors.
16. You confirm that replacement of the cover page and amendment to
Paragraph 3.1.1 (Combined Contractors All Risks and Third Party Legal
Liability Insurance) of the Special Conditions, contained in Attachment
7 to this Letter of Clarification, will be incorporated in the Special
Conditions of Contract, with no amendment to the corrected Tender Total
referred to in Paragraph 2.
16A. You confirm that Balfour ▇▇▇▇▇▇ plc's Parent Company Guarantee and
Parent Company Undertaking will be in the form set out in Schedules 6
and 7 respectively of the General Conditions without qualification.
17. Without prejudice to Clause 56.6 of the General Conditions, Form C.10 -
Breakdown of On-Cost, included in Attachment 8 to this Letter of
Clarification, shall form part of the Contract and may be used by the
Engineer for the purposes of the valuation of variations in accordance
with Clause 56 of the General Conditions.
18. You confirm that the amended draft Short Term Tenancy Agreement
contained in Attachment 9 to this Letter of Clarification will replace
the draft contained in Appendix GG to the Particular Specification.
Every obligation, liability and duty undertaken or accrued by the
Employer to third parties pursuant to the Short Term Tenancy Agreement
(except any obligation to pay rent, fees or premium for the rights
granted thereunder) shall be undertaken and accrued by the Contractor to
the Employer.
19. You confirm that you have no objection to including the Post-Tender
Revision (PTR) No. 1 in relation to your proposed Membrane Bioreactor
Treatment process submitted by you on 11 October 2002 as an Option (the
"Option 2") which will be included in Clause P52 (Options) and in
Appendix RR of the Particular Specification, as contained in Attachment
10 to this Letter of Clarification. The Engineer may, within 30 days
after the Date of Commencement of the Works, exercise the Option 2 in
accordance with Clause 55A of the General Conditions. In the event the
Option 2 is exercised, the corrected Tender Total referred to in
Paragraph 2 shall be revised to the corrected Revised Tender Total
(including corresponding adjustment for ECI premiums) for the relevant
Scenario adopted.
20. A number of matters included or referred to in this Letter of
Clarification and its Attachments amend various terms and provisions of
certain documents listed in Paragraph 1 above. If there is any ambiguity
or discrepancy between this Letter of Clarification (and its
Attachments) and the documents listed in Paragraph 1 above, the contents
of this Letter of Clarification (and its Attachments) shall prevail over
any other documents forming part of the Contract.
[STAMP]
Contract No. LCC-300 Page 5 of 7 LOC
Our Ref.: ERE/PRT/LCC300/TEl10 (E1-386143)
24 October 2002
21. You confirm that you have read the Tender Documents issued to you on 26
April 2002, Tender Addenda No. 1 and 2 inclusive, this Letter of
Clarification (and its Attachments) and that you are satisfied that you
understand the provisions contained therein. You further confirm that
such documents have been taken into account in arriving at the corrected
Tender Total referred to in Paragraph 2 of this Letter of Clarification.
22. You confirm that save to the extent that the same are referred to in
this Letter of Clarification and its Attachments or have otherwise been
expressly incorporated into the documents forming the Contract, all
comments, conditions and qualifications, whether made in writing or
orally, included with or referred to in your Tender or in any subsequent
correspondence or meetings between any representatives of the
Corporation and your representatives, are hereby withdrawn and are of no
contractual or legal effect whatsoever. Nothing in your Tender which can
in any way be construed to be at variance with the terms and provisions
of the documents listed in Paragraph 1 above (as modified by this Letter
of Clarification) shall form part of the Contract.
23. You acknowledge that in preparing this Letter of Clarification and its
Attachments, the Corporation is not bound to accept your Tender and that
the Corporation, without any liability to you, may award the Contract to
any other tenderer or decline to award the Contract to any tenderer who
has submitted a tender to the Corporation in respect of Contract No.
LCC-300, Lok Ma ▇▇▇▇ Terminus and Associated Works.
24. Prior to the execution of the Articles of Agreement in accordance with
Clause 13.1 of the General Conditions, the Corporation may prepare a set
of contract documents incorporating in the body of such documents the
amendments and modifications identified in this Letter of Clarification
and Attachments 1 to 10 hereto. If so, you confirm that you will review
such documents and endeavour to agree with us the revisions made, in
which case, such revised documents will be included in the set of
contract documents prepared for execution by the parties and the said
Attachments to this Letter of Clarification will be omitted from the
said contract documents.
25. By signing and returning to us this Letter of Clarification and its
Attachments, you expressly and unconditionally acknowledge, accept and
agree as follows:
25.1 that none of the matters listed in this Letter of Clarification
and its Attachments will entitle you to any amendment to the
corrected Tender Total as set out in Paragraph 2 above; and
25.2 save as expressly and specifically provided in the Contract,
that you will not under any circumstances have any entitlement,
in respect of any of the matters referred to in this Letter of
Clarification and its Attachments, to receive any further or
additional payment under or in respect of the Contract or to
receive any extension of time for the completion of the Works or
any Section or the achievement of any Stage.
[STAMP]
Contract No. LCC-300 Page 6 of 7 LOC
Our Ref.: ERE/PRT/LCC300/TE110 (E1-386143)
24 October 2002
26. I should be grateful if you would confirm your acceptance of all matters
referred to in this Letter of Clarification and the Attachments hereto
by signing the duplicate copy and returning it to this office.
Yours faithfully,
[SIGNATURE] [SIGNATURE]
-------------------------------------- --------------------------------
▇.▇. ▇▇▇ Agreed and accepted by
Director, East Rail Extensions D.R. Suff
For and on behalf of General Manager
The Kowloon-Canton Railway Corporation For and on behalf of
Balfour ▇▇▇▇▇▇ Group Limited
[SIGNATURE]
--------------------------------
Agreed and accepted by
T.K. Lo
Construction Manager
For and on behalf of
▇▇▇ Construction Company Limited
[ILLEGIBLE]
Encl.: Attachments 1 to 10
[STAMP]
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇ ▇▇ ▇ ▇▇▇
▇▇▇▇▇▇▇-▇▇▇▇▇▇ RAILWAY CORPORATION
Tender No. 2002-0001
Contract No. LCC-300
Lok Ma ▇▇▇▇ Terminus and Associated Works
LETTER OF CLARIFICATION
LIST OF ATTACHMENTS
Attachment 1 Amendments to the Pricing Document included in
the Form of Tender
Attachment 2 Amendments to the Particular Specification
Attachment 3 Amendments to the Drawings
Attachment 4 Proposed Sub-Contractors
Attachment 5 Schedule of Key Personnel to be assigned to the
Management and Construction of the Works
Attachment 6 Amendments to the Special Conditions of Contract
Attachment 7 Amendment to the Policy of Insurance Combined
Contractors All Risks, and Third Party Legal
Liability
Attachment 8 Breakdown of On-Cost
Attachment 9 Draft Short Term Tenancy Agreement
Attachment 10 Option 2 - Revised Date for Completion of the
Works
[STAMP]
28 October 2002 Contract No. LCC-300
Contract LCC 300
Lok Ma ▇▇▇▇ Terminus and Associated Works
ATTACHMENT 1
AMENDMENTS TO THE PRICING DOCUMENT
INCLUDED IN THE FORM OF TENDER
(The contents of Attachment 1 are incorporated into the set of
Contract Documents for execution except the following items)
B. Appendix 2 to the Form of Tender
2. Cost Centre A
2.2 You confirm that the amounts of the following items are deemed to have
been included in the Cost Centre Value of Cost Centre A:
Item Page
---- ----
A399.1 to A399.16 inclusive LSA1.3/1, LSA1.3/2 & LSA1.3/3
A140 LSA1.1/1
A213.3 & A222.1 LSA1.2/1
A288 & A290.1 LSA1.2/2
A290.12 & A290.22 LSA1.2/3
A290.25, A290.26 & A290.27 LSA1.2/4
A822 & A825 LSA1.2/7
3. Cost Centre B
3.2 For the purpose of valuation pursuant to Clause 56 of the General
Conditions and revisions in accordance with Clause 66 of the General
Conditions, you confirm that the rates contained in Page LSB1.2/1 and
LSB1.2/2 shall all be subject to a percentage adjustment of-30.3494%.
7. Cost Centre F
7.2 You confirm that the following items are not applicable:
Item Page
---- ----
AN900.13 LSF1.1/67
AJ163.2 LSF1.3/1
AJ399.2 LSF1.3/2
AJ321.3, AJ369.2 & AJ321.6 LSF3.2/10
AJ369.4, AJ321.9 & AJ369.6 LSF3.2/11
[STAMP]
28 October 2002 Contract No. LCC-300
Contract LCC 300
Lok Ma ▇▇▇▇ Terminus and Associated Works
8. Cost Centre G
8.2 You confirm that the amount of item LSG2.9 on page G2/1 is deemed to
have been included in the Cost Centre Value of Cost Centre G.
8.3 You confirm that the amounts of items BA1110.1, BA1110.2 and BA1110.3 on
page LSG2.9/1 are deemed to have been included in the Total of the
Activity ▇▇▇▇ G2:
8.4 You confirm that the amounts of the following items are deemed to have
been included in the Total of the relevant Lump Sum Items:
Item Page Lump Sum Item
---- ---- -------------
BD0901.17 LSG3.6/2 LSG3.6
BB1909.2 & BB 1909.3 LSG3.11/1 LSG3.11
BB1909 LSG4.8/1 LSG4.8
10. Cost Centre I
10.2 You confirm that the amounts of the following items are deemed to have
been included in the Cost Centre Value of Cost Centre I:
Item Page
---- ----
LSI10.3 I10/1
LSI11.2 & LSI11.3 I11/1
LSI12.1 & LSI12.3 I12/1
LSI13.1 & LSI13.3 I13/1
LSI15.1 I15/1
Y162.1 LSI10.3/1
BB1409 & BB1909 LSI11.2/1
Y162.1 LSI11.3/1
Y162.1 LSI12.1/1
BB1409 & BB1909 LSI12.3/1
BB1409 & BB1909 LSI13.1/1
Y162.1 LSI13.3/1
BB1409 & BB1909 LSI15.1/1
10.3 You confirm that the amounts of the following items are deemed to have
been included in the Total of the relevant Lump Sum Items:
Item Page Lump Sum Item
---- ---- -------------
BB1919.1, BB1909.2 LSI1.2/1 LSI1.2
X999.4 LSI7.2/5 LSI7.2
Y131.2 LSI9.1/1 LSI9.1
BB1909 LSI10.2/1 LSI10.2
10.4 You confirm that items X999.2 and X999.3 on page LSI7.2/5 are not
applicable.
[STAMP]
28 October 2002 Contract No. LCC-300
Contract LCC 300
Lok Ma ▇▇▇▇ Terminus and Associated Works
13. Cost Centre L
13.2 You confirm that the amounts of the following items are deemed to have
been included in the Cost Centre Value of Cost Centre L:
Item Page
---- ----
LSL1.11 Ll/1
LSL2.11 L2/1
LSL3.10 L3/1
LSL4.9 L4/1
Y162.1 LSL1.11/1.LSL2.11/1,
LSL3.10/1 & LSL4.9/1
13.3 You confirm that the amounts of the following items are deemed to have
been included in the Total of the relevant Lump Sum Items:
Item Page Lump Sum Item
---- ---- -------------
Y135.1 to Y135.4 (inclusive) LSL1.8/1 LSL1.8
Y620.1 to Y620.4 (inclusive) LSL1.8/1 LSL1.8
Y135.1 to Yl35.4 inclusive LSL2.9/1 LSL2.9
Y620.1 to Y620.4 inclusive LSL2.9/1 LSL2.9
Y135.1 to Y135.4 inclusive LSL3.7/1 LSL3.7
Y620.1 to Y620.4 inclusive LSL3.7/1 LSL3.7
Y129, Y135.1 to Y135.4 inclusive LSL4.7/1 LSL4.7
Y620.1 to Y620.4 inclusive LSL4.7/1 LSL4.7
13.4 You confirm that item V713 on page LSL3.4/7 is not applicable.
13.5 For the purpose of valuation pursuant to Clause 56 of the General
Conditions and revisions in accordance with Clause 66 of the General
Conditions, you confirm that the rates contained in Pages LSL3.6/1 and
LSL3.6/2 shall all be subject to a percentage adjustment of -57.4483%.
[STAMP]
28 October 2002 Contract No. LCC-300
Contract LCC 300
Lok Ma ▇▇▇▇ Terminus and Associated Works
ATTACHMENT 2
AMENDMENTS TO THE PARTICULAR SPECIFICATION
(The contents of Attachment 2 are incorporated into the set of
Contract Documents for execution)
[STAMP]
28 October 2002 Contract No. LCC-300
Contract LCC 300
Lok Ma ▇▇▇▇ Terminus and Associated Works
ATTACHMENT 3
AMENDMENTS TO THE DRAWINGS
(The contents of Attachment 3 are incorporated into the set of
Contract Documents for execution)
[STAMP]
28 October 2002 Contract No. LCC-300
Contract LCC 300
Lok Ma ▇▇▇▇ Terminus and Associated Works
ATTACHMENT 4
PROPOSED SUB-CONTRACTORS
PROPOSED SUB-CONTRACTORS SCOPE OF WORKS
--------------------------------------------------------------------------------
Intrafor S.A. - Trevi ▇▇
▇▇▇▇▇ Soletanche Group Ltd.
▇▇▇ ▇▇▇ Bore Pile Foundation Ltd. Piling
▇▇▇▇▇ Hong Kong Ltd.
Flame Construction Co., Ltd.
TAPBO Civil Engineering Co. Ltd. Earthworks
Asphalt Surfaces (International) Ltd.
Pioneer Asphalts (HK) Ltd. Flexible Surfacing
Tarmac Asphalts (HK) Ltd.
Sol Data Asia
▇▇▇ Geotechnics Ltd. Instrumentation & Monitoring
Goldford Engineering Ltd.
▇▇▇▇▇ Engineering Ltd. Steelwork
China Merchants Heavy Industry Co., Ltd.
Advance Specialist Treatment Eng. Ltd.
Stress Far East Waterproofing
Sanwa Shutter
▇▇▇▇▇▇▇▇ ▇▇-▇▇▇▇ Shutter Company Shutters
China Merchants Heavy Industry Co., Ltd.
Associated Engineering Ltd. Ceilings
Techwell Engineering Ltd.
Biwater Man ▇▇▇ Ltd.
The Jardine Eng. Corp. Ltd. Sewage Treatment Plant
▇▇▇▇ Engineering Ltd., ▇▇
▇▇▇▇▇ Hong Kong
Thorn Security Fire Services
▇▇▇▇▇▇ Engineering Co., Ltd.
▇▇▇▇ Engineering Ltd. ECS
[STAMP]
28 October 2002 Contract No. LCC-300
Contract LCC 300
Lok Ma ▇▇▇▇ Terminus and Associated Works
PROPOSED SUB-CONTRACTORS (CONT'D)
PROPOSED SUB-CONTRACTORS SCOPE OF WORKS
--------------------------------------------------------------------------------
U-Tech Engineering GAS Pipeworks
Ho ▇▇▇▇▇ Engineering Co., Ltd.
Beauty Spark Engineering Ltd.. Electrical Installation
Honeywell Ltd.
Siemens Ltd. BMS Installation
Sundart (M&E) Ltd.
Biwater Man ▇▇▇ Ltd. Plumbing & Drainage
Treasure Shell Ltd. Installation
[STAMP]
28 October 2002 Contract No. LCC-300
Contract LCC 300
Lok Ma ▇▇▇▇ Terminus and Associated Works
ATTACHMENT 5
SCHEDULE OF KEY PERSONNEL TO BE ASSIGNED TO THE
MANAGEMENT AND CONSTRUCTION OF THE WORKS
POSITION NAME
--------------------------------------------------------------------------------
Contractor's Representative ▇▇▇▇▇ Suff
Project Manager ▇▇▇ ▇▇▇▇▇▇▇
Design or Engineering Manager ▇▇▇▇ ▇▇▇▇▇▇▇▇ / ▇.▇. ▇▇▇▇, ▇▇▇▇▇▇▇
Quality Control Manager ▇▇▇▇▇ ▇▇▇▇▇▇▇ / ▇.▇. ▇▇, ▇▇▇▇▇▇
Quality Control Superintendents ▇▇▇▇▇ ▇▇▇▇▇▇ / ▇▇▇▇▇▇▇ ▇▇▇▇ / Aerial ▇▇▇▇
Lead Civil/Structural Engineer ▇▇▇▇▇ ▇▇▇▇▇
Lead Architect ▇▇▇▇▇▇▇▇ ▇▇▇▇▇▇▇
Lead Mechanical/Electrical Engineer ▇▇▇▇▇ ▇▇▇▇
Design Safety Manager ▇▇▇▇▇▇▇ ▇▇▇▇ / K.W. ▇▇▇, ▇▇▇▇
Construction Manager ▇▇▇▇ ▇▇▇▇▇▇ / Y.C. ▇▇▇, ▇▇▇▇▇
Construction Safety Manager ▇▇▇▇▇▇ ▇▇▇▇▇ / ▇▇▇▇ ▇▇▇
Chief Geotechnical Engineer ▇▇▇▇▇▇▇ ▇▇▇▇
Contract/Commercial Manager Graham Busst / Y.M. ▇▇, ▇▇▇▇▇
Planning Manager ▇▇▇▇ ▇▇▇▇
Building Services Co-ordinator ▇▇▇▇▇▇▇ ▇▇▇▇
Architectural Builder's Works and ▇▇▇▇▇ ▇▇▇▇▇▇▇ ▇▇▇▇▇▇▇▇ / ▇.▇. ▇▇▇▇▇
Finishes Co-ordinator
Environmental Team Leader Y.T. ▇▇▇▇
[STAMP]
28 October 2002 Contract No. LCC-300
Contract LCC 300
Lok Ma ▇▇▇▇ Terminus and Associated Works
ATTACHMENT 6
AMENDMENTS TO THE SPECIAL CONDITIONS OF CONTRACT
(The contents of Attachment 6 are incorporated into the set of
Contract Documents for execution)
[STAMP]
28 October 2002 Contract No. LCC-300
Contract LCC 300
Lok Ma ▇▇▇▇ Terminus and Associated Works
ATTACHMENT 7
AMENDMENT TO THE POLICY OF INSURANCE COMBINED
CONTRACTORS ALL RISKS, AND THIRD PARTY LEGAL LIABILITY
(The contents of Attachment 7 are incorporated into the set of
Contract Documents for execution)
[STAMP]
28 October 2002 Contract No. LCC-300
Contract LCC 300
Lok Ma ▇▇▇▇ Terminus and Associated Works
ATTACHMENT 8
BREAKDOWN OF ON-COST
(The contents of Attachment 8 are incorporated into the set of
Contract Documents for execution)
[STAMP]
28 October 2002 Contract No. LCC-300
Contract LCC 300
Lok Ma ▇▇▇▇ Terminus and Associated Works
ATTACHMENT 9
DRAFT SHORT TERM TENANCY AGREEMENTS
(The contents of Attachment 9 are incorporated into the set of
Contract Documents for execution)
[STAMP]
28 October 2002 Contract No. LCC-300
Contract LCC 300
Lok Ma ▇▇▇▇ Terminus and Associated Works
ATTACHMENT 10
OPTION 2
REVISED DATE FOR COMPLETION OF THE WORKS
(The contents of Attachment 10 are incorporated into the set of
Contract Documents for execution)
[STAMP]
28 October 2002 Contract No. LCC-300
GENERAL CONDITIONS OF CONTRACT
[LOGO]
KCR
[CHINESE CHARACTERS]
KOWLOON CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
CONTRACT LCC-300
LOK MA ▇▇▇▇ TERMINUS AND ASSOCIATED WORKS
GENERAL CONDITIONS OF CONTRACT FOR
CIVIL ENGINEERING AND BUILDING WORKS
5 April 2000 Edition
[STAMP]
28 October 2002 Contract No. LCC-300
GENERAL CONDITIONS OF CONTRACT
CIVIL ENGINEERING AND BUILDING WORKS
[MAP]
[LOGO]
[KCR]
[CHINESE CHARACTERS]
East Rail Extensions
Dated 5 April 2000
KOWLOON-CANTON RAILWAY CORPORATION
GENERAL CONDITIONS OF
CONTRACT
FOR CIVIL ENGINEERING AND BUILDING WORKS
This page left blank intentionally
GENERAL CONDITIONS OF CONTRACT
(FOR CIVIL ENGINEERING AND BUILDING WORKS)
TABLE OF CONTENTS
A CONDITIONS
Clause Subject Heading Page
------ --------------- ----
DEFINITIONS AND INTERPRETATION
1. Definitions and Interpretation 1
THE ENGINEER
2. Duties and Powers of the Engineer 12
3. The Engineer's Representatives and his Assistants 13
ASSIGNMENT AND SUBCONTRACTING
4. Assignment 16
5. Sub Contracting 16
6. Appointment of Independent Checking Engineer 19
CONTRACT DOCUMENTS
7. Precedence of Documents 20
8. Entire Agreement 21
9. Provision of Drawings and Specification 22
10. Submission and Review Procedure 22
- i/vii -
Clause Subject Heading Page
------ --------------- ----
GENERAL OBLIGATIONS
11. Contractor's General Responsibilities 23
12. Responsibility for Design 24
13. Articles of Agreement 25
14. Bonds, Parent Company Guarantees and Parent Company
Undertakings 26
15. Inspection of the Site and Information, Sufficiency of
Tender and Physical Conditions and Artificial Obstructions 27
16. Programmes and Progress Reports 30
17. Method Statement 31
18. Contractor's Superintendence and Staff 32
19. Setting-out and Dimensions 33
20. Safety 33
21. Care of the Works etc. 34
22. Damage to Property and Injury to Persons - Indemnities 37
23. Giving of Notices and Payment of Fees etc 37
24. Compliance with Enactments and Obtaining Permits and
Consents 38
25. Language of Notices etc 39
26. Interference and Nuisance 39
27. Intellectual Property Rights 40
28. Co-ordination 41
- ii/vii -
Clause Subject Heading Page
------ --------------- ----
29. Publicity and ▇▇▇▇▇▇▇▇▇▇ ▇▇
▇▇. Offering Gratuities 45
31. Antiquities 45
INSURANCE
32. Employer's Insurance 46
33. Contractor's Insurance 47
34. General Insurance Obligations 50
LABOUR
35. Labour 51
QUALITY OF PERMANENT WORKS AND WORKMANSHIP, DEFECTS AND
TESTS
36. Quality System 51
37. Permanent Works and Workmanship 51
38. Access and Inspection 52
39. Covering and Uncovering Parts of the Works 52
40. Removal of Unsatisfactory Parts of the Works 53
41. Testing 53
COMMENCEMENT, COMPLETION AND DELAY
42. Commencement 55
43. Rights of Access to the Site 55
44. Time for Completion 56
45. Extension of Time 56
- iii/vii -
Clause Subject Heading Page
------ --------------- ----
46. Rate of Progress 61
47. Recovery of Delay and Acceleration of the Works 61
48. Liquidated Damages for Delay 62
SUBSTANTIAL COMPLETION, STAGE AND HANDING OVER CERTIFICATES
49. Substantial Completion and Stage Certificates 65
50. Handing Over Certificates 67
SUSPENSION
51. Suspension 68
OUTSTANDING WORK AND DEFECTS
52. Outstanding Work 69
53. Work of Repair and Additional Work during the Defects
Liability Period and Investigating Defects 69
VARIATIONS AND OPTIONS
54. Variations 71
55. Daywork 72
55A. Options 73
VALUATION
56. Valuation 74
57. Cost and Disturbance to the Progress of the Works 76
58. Notice of Claims for Additional Payment 78
59. Maintenance of Records 79
- iv/vii -
Clause Subject Heading Page
------ --------------- ----
PROPERTY IN THE PERMANENT WORKS, TEMPORARY WORKS AND
CONTRACTOR'S EQUIPMENT
60. Vesting of Contractor's Equipment and Temporary Works 80
61. Vesting of Permanent Works 81
62. Use of Contractor's Equipment 82
63. Removal of Contractor's Equipment and Temporary Works 84
64. Liability for Loss or Damage to Permanent Works,
Contractor's Equipment, etc 85
PROVISIONAL SUMS
65. Provisional Sums 85
CERTIFICATES AND PAYMENT
66. Interim Payment Schedule, Cost Centre Values and Milestones 86
67. Payment Statements 89
68. Retention Moneys 91
69. Final Certificate 92
70. Default of Employer to Pay 93
DEFECTS LIABILITY CERTIFICATE
71. Defects Liability 94
REMEDIES AND POWERS
72. Work by Others 94
- v/vii -
Clause Subject Heading Page
------ --------------- ----
73. Insolvency or Change in Control 95
74. Forfeiture 96
75. Recovery of Money due to the Employer 98
FRUSTRATION, TERMINATION AND SPECIAL RISKS
76. Frustration 98
77. Special Risks 99
DISPUTE RESOLUTION
78. Dispute Resolution 101
NOTICES
79. Service of Notices 105
B SCHEDULES
Schedule Title
-------- -----
Schedule 1 Form of Sub-contractor Warranty
Schedule 2 Form of Independent Checking Engineer Warranty
Schedule 3 Articles of Agreement
Schedule 4 Form of Draft Legal Opinion (for Articles of Agreement)
Schedule 5 Form of Contractor's Bond
Schedule 6 Form of Parent Company Guarantee
Schedule 7 Form of Parent Company Undertaking
Schedule 8 Form of Off-shore Manufacturing Bond
- vi/vii -
Schedule Title
-------- -----
Schedule 9 Form of Draft Legal Opinions (for Guarantees, Undertakings and
Bonds)
Schedule 10 Insurance Policy
Schedule 11 Part A - Marine Vessel Liability Insurance
Part B - Employee's Compensation Insurance
Schedule 12 Mediation Rules
Schedule 13 Arbitration Rules
- vii/vii -
This page left blank intentionally
GENERAL CONDITIONS OF CONTRACT
CIVIL ENGINEERING AND BUILDING WORKS
DEFINITIONS AND INTERPRETATION
1.1 Definitions
In the Contract, the following words and expressions shall have the
meaning hereby assigned to them:
"Arbitration Rules" means the rules for reference of Disputes to
arbitration in accordance with Clause 78, as contained in Schedule 13;
"Articles of Agreement" means the articles of agreement prepared by the
Employer and executed by the parties in accordance with Clause 13;
"Buildings Ordinance" means the Buildings Ordinance contained in Chapter
123 of the laws of Hong Kong and all amendments thereto or statutory
re-enactments thereof from time to time;
"Clause" means a clause of these General Conditions, unless the context
otherwise requires;
"Contract" means the Articles of Agreement, the Tender, the Letter of
Acceptance, the Drawings, the Specification, the General Conditions and
the Special Conditions;
"Contractor" means the person or parties referred to in the Letter of
Acceptance as having submitted the Tender, including his or their
permitted assignees;
"Contract Rate of Interest" means the rate equivalent to 1% above the
rate per annum from time to time published by The Hongkong and Shanghai
Banking Corporation Limited to be its prime lending rate for Hong Kong
Dollars or, if such rate ceases to be published as the prime lending
rate, the nearest equivalent rate for the lending of Hong Kong Dollars
by the Bank of China Limited;
- 1/105 -
"Contractor's Drawings" means all drawings, design calculations,
software, specifications, samples, patterns, models, written procedures
and all other documents and things which are:
(a) prepared by or on behalf of the Contractor;
(b) required by the Contract to be submitted by the Contractor to
the Engineer for review; and
(c) reviewed without objection,
provided that this definition shall exclude the Works Programme and
insurance policies, to be submitted for review by the Contractor
pursuant to Clauses 16 and 33, respectively;
"Contractor's Equipment" means all equipment of every kind (including,
without limitation, vehicles, plant, marine vessels, tools and other
things) and the constituent parts forming or intended to form part
thereof, required for the execution of the Works, but excluding the
Permanent Works and the Temporary Works;
"Cost" means expenditure wholly and necessarily incurred by the
Contractor in connection with the Works, including, without limitation,
overheads, whether on or off the Site, finance charges (which shall be
limited to simple interest calculated at the Contract Rate of Interest)
and depreciation in value of any Contractor's Equipment owned by the
Contractor, but excluding profit;
"Cost Centre" means a group of activities identified as such in the
Pricing Document;
"Cost Centre Value" means the value allocated to each Cost Centre as set
out in the Pricing Document, as the same may be revised from time to
time by the Engineer pursuant to Clause 66;
"Date for Commencement of the Works" means the date stated in the
Particular Specification included in the Specification for the
commencement of the Works;
"Defects Liability Certificate" means the certificate issued pursuant to
Clause 71;
"Defects Liability Period" means:
(a) in respect of any Section or any other part of the Works for
which a Substantial Completion Certificate is issued pursuant to
Clause 49,
- 2/105 -
the period calculated from the date of substantial completion
thereof identified in the relevant Substantial Completion
Certificate until 12 (twelve) months after the date of
substantial completion of the Works, as identified in the
Substantial Completion Certificate for the Works;
(b) in respect of the Works, the period of 12 (twelve) months
calculated from the date of substantial completion of the Works
identified in the Substantial Completion Certificate for the
Works; and
(c) in respect of work executed pursuant to Clauses 52.1 and 53.1
(a), the expression means 12 (twelve) months from the date of
completion of such work;
"Dispute" means a dispute or difference of any kind whatsoever between
the Employer and the Contractor arising under, out of or in connection
with the Contract or the execution of the Works, including, without
limitation, a dispute concerning any decision, opinion, instruction,
notice, order, direction, withholding of permission or consent,
determination, certificate, statement of objection, assessment or
valuation of the Engineer, whether pursuant to Clause 78 or otherwise,
and whether during the execution of the Works, or thereafter, and
whether before or after any termination, abandonment or breach of the
Contract or the termination of the Contractor's employment under the
Contract;
"Drawings" means:
(a) the drawings included in the Contract and identified as
"Drawings" (but excluding any drawing identified as "for
information") and listed in the Specification;
(b) any drawing identified as a "Drawing" issued by the Engineer to
the Contractor from time to time during the execution of the
Works; and
(c) any amendment made to the drawings in (a) and/or (b) above from
time to time and issued by the Engineer to the Contractor;
"Employer" means the Kowloon-Canton Railway Corporation ("KCRC")
established under the Kowloon-Canton Railway Corporation Ordinance
contained in Chapter 372 of the laws of Hong Kong, and its successors
and assignees;
- 3/105 -
"Enactment" means any Ordinance or statutory provision, proclamation,
rule, regulation, order, resolution, notice, rules of court, by-law, or
other instrument having the force of law from time to time in Hong Kong;
"Engineer" means the person identified as such in the Letter of
Acceptance or any replacement appointed from time to time by the
Employer and notified to the Contractor to act as the Engineer for the
purposes of the Contract;
"Engineer's Representative" means a person appointed from time to time
by the Engineer, pursuant to Clause 3.1;
"Final Certificate" means the certificate issued by the Engineer
pursuant to Clause 69 stating the Final Contract Sum;
"Final Contract Sum" means the sum to be ascertained by the Engineer and
stated in the Final Certificate, to be paid by the Employer to the
Contractor pursuant to Clause 69 in consideration of the execution of
the Works in accordance with the Contract;
"Form of Tender" means the document identified as such, duly completed
and signed by the Contractor and included in the Tender;
"General Conditions" means the Clauses of these general conditions of
contract, together with all Schedules;
"General Holiday" means every Sunday and every other day which is
prescribed as a general holiday by the Holidays Ordinance (Cap. 149);
"Government" means the Government of the Special Administrative Region
of Hong Kong;
"Handing Over Certificate" means a certificate issued by the Engineer
pursuant to Clause 50.2;
"Independent Checking Engineer" means the person, firm or company
identified as such in the Letter of Acceptance or any replacement
thereof from time to time appointed by the Contractor in accordance with
Clause 6;
"Interim Payment Schedule" means the schedule as completed by the
Contractor and included in the Pricing Document to be used for the
calculation of interim payments to be made in respect of each Cost
Centre, subject to the other provisions of the Contract, as such
schedule may be revised from time to time pursuant to Clause 66;
- 4/105 -
"Key Date" means a date identified as such in the Specification as the
same may be extended by the Engineer pursuant to Clause 45 or adjusted
by agreement, pursuant to Clause 47;
"Letter of Acceptance" means the letter from the Employer to the
Contractor accepting the Tender, subject to the terms contained therein
or in any attachment thereto;
"Master Programme" means the programme issued to the Contractor prior to
the date of the Letter of Acceptance showing the intended sequence and
timing of the activities to be undertaken by the Contractor and Project
Contractors, as the same may be revised from time to time and issued to
the Contractor pursuant to Clause 16;
"Mediation Rules" means the rules for reference of Disputes to mediation
in accordance with Clause 78, as contained in Schedule 12;
"Milestone" means an event or a degree of completion of a part of the
Works as described, and for which a date for achievement is specified,
in the Schedule of Milestones;
"Monthly Progress Report" means the report to be prepared and submitted
by the Contractor monthly in accordance with the Specification;
"Option" means any item of work described as such in the Specification
which is not included in the Works at the time of acceptance of the
Tender but which may be so included by the exercise of the option by the
Engineer pursuant to Clause 55A;
"Permanent Works" means all permanent works of every kind to be executed
by the Contractor in accordance with the Contract and which are to
become a permanent part of the Project, including, without limitation,
all goods, materials and other constituent parts forming or intended to
form part thereof;
"Pricing Document" means the document, including the preamble thereto,
identified as such, completed by the Contractor and contained in
Appendix 2 to the Form of Tender;
"Project" means the works and developments described in Appendix 1 to
the Form of Tender;
"Project Contractors" means any of the following whose activities or the
works they are engaged to carry out in any way or at any time affect or
are affected by the Works:
- 5/105 -
(a) contractors and design or specialist consultants engaged on the
Project from time to time by the Employer, the Government or the
Mass Transit Railway Corporation;
(b) utility providers;
(c) developers or franchisees appointed on the Project from time to
time by the Employer;
(d) subcontractors of any tier of the contractors within category
(a) above, and contractors and subcontractors of any tier of
utility providers, developers and franchisees within categories
(b) and (c) above;
provided that the definition shall exclude the Contractor and his
subcontractors of any tier both as Contractor or subcontractor of any
tier in relation to the Works and in any other capacity which would
otherwise fall within categories (a) to (d) above in relation to other
works;
"Provisional Sum" means a sum so designated in the Pricing Document for
the execution of works or expenditure which is not quantified and/or
defined at the date of the Letter of Acceptance, which sum may be
expended by the Engineer pursuant to Clause 65;
"Relevant Authority" means any Government department or public body
(other than the Employer) having jurisdiction in relation to the Works;
"Retention Moneys" means the sums withheld by the Employer by way of
retention pursuant to Clause 68;
"Schedule" means a schedule to these General Conditions;
"Schedule of Milestones" means the schedule included in the Pricing
Document describing the Milestones and stipulating the dates by which
Milestones are to be achieved in order to maintain interim payments by
the Employer to the Contractor in accordance with the Interim Payment
Schedule, as such schedule may be revised from time to time by the
Engineer pursuant to Clause 66;
"Section" means any part of the Works identified as such in the
Specification to which a Key Date is allocated and in respect of which a
Substantial Completion Certificate is to be issued;
"Site" means the lands and other places under, over, on, in or through
which the Works are to be executed, as identified in the Specification,
together with
- 6/105 -
such other lands and places as may be designated by the Engineer from
time to time as forming part of the Site;
"Special Conditions" means the special conditions of contract, if any,
identified as such and either issued by the Employer prior to the
submission of the Tender by the Contractor and/or agreed by the Employer
and the Contractor after submission of the Tender and referred to in the
Letter of Acceptance;
"Specification" means the documents identified as such and issued by or
on behalf of the Employer, subject to any amendment thereof or addition
thereto or omission therefrom as may from time to time be issued by the
Engineer;
"Stage" means a degree of achievement in the execution of the Works by
the Contractor identified as such in the Specification to which a Key
Date is allocated and in respect of which a Stage Certificate is to be
issued;
"Stage Certificate" means a certificate issued pursuant to Clauses 49.4
or 49.6 in respect of the achievement of any Stage or any part of a
Stage and the date of achievement of any Stage or any part of a Stage
shall be the date identified in the relevant Stage Certificate;
"Substantial Completion Certificate" means a certificate issued pursuant
to Clause 49 when the Works or any Section or any other part of the
Works is substantially complete, and the date of substantial completion
of any Section or any part of the Works shall be the date identified in
the relevant Substantial Completion Certificate;
"Substantial Completion Certificate for the Works" means the Substantial
Completion Certificate issued pursuant to Clause 49 when the Works are
substantially completed and, if the Works are divided into Sections
which together comprise the whole of the Works, means the Substantial
Completion Certificate issued in respect of the last Section to be
substantially completed and the date of substantial completion of the
Works shall be the date identified in either of the said certificates,
as appropriate;
"Temporary Works" means all works of a temporary nature of every kind
required for the execution of the Works, including, without limitation,
false work, temporary structures and buildings and temporary earth works
(including the goods, materials and other constituent parts forming or
intended to form part thereof);
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"Tender" means the Form of Tender and the appendices thereto prepared
and/or completed by the Contractor in the form accepted by the Employer
and subject to the terms of the Letter of Acceptance;
"Tender Total" means the total of the Cost Centre Values as referred to
in the Letter of Acceptance;
"Works" means the Permanent Works and the Temporary Works and all
operations and activities expressly or impliedly required by the
Contract in relation to and including the provision and completion of
the Permanent Works; and
"Works Programme" means the programme showing the sequence, method and
timing of the execution of the Works including all accompanying
narratives and ancillary information, in the form and detail prescribed
by the Specification, submitted by the Contractor and reviewed without
objection and subject to any amendment thereof from time to time
reviewed without objection.
1.2 INTERPRETATION
SINGULAR AND PLURAL ETC.
1.2.1 In the Contract, where the context so requires:
(a) words importing the singular only shall include the
plural, and vice versa;
(b) words importing persons or entities shall include
corporations, partnerships and other entities, corporate
or unincorporated having legal capacity;
(c) words importing the masculine shall be construed as
including the feminine, and vice versa; words importing
the neuter shall include the masculine or feminine and
vice versa;
(d) "manufacture" shall include preparation, assembly and
fabrication;
(e) "subcontractor" shall include supplier; and
(f) "test" (and grammatical variations thereof) shall
include, without limitation, commissioning and any
commissioning test.
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HEADINGS, MARGINAL NOTES ETC.
1.2.2 Unless otherwise expressly provided elsewhere in the Contract,
the indices, headings and marginal notes contained in any
document included in the Contract shall not be taken into
consideration in the interpretation and construction of the
Contract.
JOINT AND SEVERAL LIABILITY
1.2.3 All references to the Contractor in the Contract shall have
effect, if the Contractor comprises more than one legal entity,
so that all entities comprising the Contractor shall be jointly
and severally liable for any breach of the Contractor's
obligations. In the event that the same was not submitted with
his Tender, the Contractor shall, within 14 (fourteen) days of
the date of the Letter of Acceptance, provide to the Engineer, a
copy of all joint venture or consortium (or any other
association) agreements in the forms agreed or executed by the
entities comprising the Contractor, relating to the execution of
the Works. The provisions of any such agreements shall not be
amended, varied or waived by any of the entities comprising the
Contractor, including, without limitation, in respect of any
change in the parties comprising the joint venture, consortium
or other association, without the prior consent of the Employer.
TIME
1.2.4 Subject to any express provision to the contrary contained
elsewhere in the Contract, any period of time fixed or decided
in accordance with the Contract for doing any act or thing shall
be calculated subject to and in accordance with the following:
(a) "day" shall mean a calendar day according to the
Gregorian calendar;
(b) General Holidays shall be included in any such period of
time;
(c) "month" shall mean calendar month;
(d) where the act or thing is required to be done within or
not less than a specified period before a specified
date, the period shall end immediately before that date;
(e) where the act or thing is required to be done within a
specified period after or from a specified date, the
period shall begin immediately after that date; and
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(f) where the act or thing is required to be done within a
specified period, the period shall end at the conclusion
of the last day of the period.
LIABILITY, OBLIGATIONS AND DUTIES OF THE CONTRACTOR
1.2.5 In the Contract, the following words (and grammatical variations
thereof) shall, unless the context in which they appear
otherwise require, be construed in the following manner:
"liability" shall include responsibility under or in connection
with the Contract, at law (in contract and tort (including
negligence)) or otherwise, for damages, costs, charges,
proceedings, losses and expenses;
"obligations" shall mean obligations under or in connection with
the Contract and at law; and
"duty" shall mean obligations under the Contract and not
obligations in tort.
COSTS AND EXPENSE OF PERFORMANCE
1.2.6 Unless otherwise expressly stated in the Contract, the
Contractor shall bear the costs and expense of performing all
obligations and discharging all duties.
EXECUTE
1.2.7 Where the word "execute" (and grammatical variations thereof) is
used in the Contract, it shall (unless the context in which it
appears otherwise requires) mean carry out and complete.
SUBSTANTIAL COMPLETION
1.2.8 Where the words "substantial completion" (and grammatical
variations thereof) are used in relation to the Works, any
Section, or any other part of the Works, they shall mean
substantial completion excluding any work required to be
executed by the Contractor in the Defects Liability Period,
including, without limitation, any outstanding work, work of
defect rectification, testing after completion of the Works,
training of the Employer's personnel or maintenance of any part
of the Permanent Works.
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1.2.9 SUBMISSION FOR REVIEW
All references in the Contract to the term "submission for
review" or "review by the Engineer" (and any grammatical
variations thereof) shall mean submission for review to the
Engineer subject to and in accordance with Clause 10 and any
Contractor's Drawings or other thing to which a notice of no
objection is given under Clause 10 shall be referred to in the
Contract as having been "reviewed without objection". Any
reference in any correspondence or other document emanating from
the Engineer to the "approval", "agreement" or "acceptance" (or
grammatical variations thereof) by the-Engineer of any
submission by the Contractor of any document or thing shall be
interpreted and construed for all purposes of the Contract as
reviewed without objection by the Engineer.
DOCUMENTS IN WRITING
1.3 Unless the context in which it appears otherwise requires, where
provision is made for the giving or issue of any notice, consent,
permission, certificate, instruction, determination, direction, request,
proposal, authorisation, endorsement, opinion or decision by any person,
or the agreement of any person, unless otherwise specified, the same
(and any grammatical variations of such terms) shall be construed as:
(a) being required to be given in writing; and
(b) to be given or issued by the Engineer.
COMMUNICATIONS IN WRITING AND IN ENGLISH
1.4 Any communications and documents under the Contract required to be in
writing shall be handwritten, typed or printed in the English language
including, without limitation, all notices, consents, permissions,
certificates, instructions, determinations, directions, requests,
proposals, authorisations, endorsements, opinions, decisions, design
information, drawings, test reports and documents of any kind.
GOVERNING LAW
1.5 The Contract shall be interpreted according to and all Disputes shall be
governed by, the laws for the time being in force in Hong Kong.
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THE ENGINEER
2. DUTIES AND POWERS OF THE ENGINEER
2.1 The Engineer shall carry out those duties and may exercise those powers
specified in or necessarily to be implied from the Contract. The
Engineer may be an employee of the Employer or a consultant or
contractor.
2.2 The Engineer is obliged to act at the direction of the Employer in
respect of the matters referred to in Appendix 1 to the Form of Tender
by reference to this Clause. Save as aforesaid, the Engineer shall act
fairly and reasonably within the provisions of the Contract.
2.3 The Contractor's rights under the Contract shall not be prejudiced in
any way by any failure on the part of the Engineer to comply with the
requirements of his appointment by the Employer including, without
limitation, to act at the direction of the Employer in respect of those
matters referred to in Clause 2.2. The Contractor shall not be obliged
to make any enquiry of the Engineer as to whether the Engineer has
sought and/or received any direction of the Employer in respect of any
of the matters referred to in Clause 2.2
2.4 Except as expressly provided in the Contract, the Engineer shall not
have any power to amend any provision of the Contract.
2.5 The Engineer:
(a) shall issue instructions which in his opinion are necessary for
the execution of the Works; and
(b) may issue any other instruction which in his opinion is
desirable in connection with the Works and/or the Project,
provided that (except as required by any other provision of the
Contract) the Engineer shall not be obliged to issue any instruction
relating to any matter which, in his opinion, is the responsibility of
the Contractor under the Contract in the absence of the instruction.
2.6 The instructions referred to in Clause 2.5 may be issued pursuant to
that Clause or pursuant to any other provision of the Contract as, in
the Engineer's opinion, shall be appropriate.
2.7 Subject to the provisions of Clause 3, the Contractor shall take
instructions only from the Engineer.
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2.8 The Contractor shall give reasonable notice to the Engineer of any
instruction which the Contractor considers is necessary for the
execution of the Works to enable the Engineer to issue the instruction
without delaying the progress of the Works. Without prejudice to the
generality of Clause 2.5, the Engineer shall not be bound to issue any
instruction which, in his opinion, is unnecessary.
2.9 If, as a result of an instruction pursuant to Clause 2.5, or as a result
of any failure or inability of the Engineer to issue, or delay in issue
of, an instruction pursuant to Clause 2.5(a) which was the subject of a
notice in accordance with Clause 2.8, the Contractor is prevented from
achieving any Stage or substantially completing the Works or any Section
by the relevant Key Date, or incurs Cost which the Contractor did not
and had no reason to anticipate, then if the Contractor claims
additional time and/or payment therefor, the Engineer shall give a
decision pursuant to Clause 45 and/or, in respect of an instruction
pursuant to Clause 2.5, Clause 56 and/or 57 and, in respect of failure,
inability or delay as aforesaid, Clause 57, provided that the Contractor
has complied with his obligations pursuant to Clause 45 and/or Clause
58, as appropriate.
3. THE ENGINEER'S REPRESENTATIVES AND HIS ASSISTANTS
3.1 The Engineer shall notify the Contractor of the appointment of any
Engineer's Representative and of any replacement thereof from time to
time. The duties and powers of the Engineer's Representative shall be:
(a) without prejudice to the Contractor's obligations, to watch and
inspect the Works;
(b) where deemed necessary by the Engineer, to test and examine any
material to be used and workmanship employed by the Contractor
in connection with the Works; and
(c) to carry out such other duties and exercise such other powers
vested in the Engineer which are delegated to him by the
Engineer pursuant to Clause 3.2.
3.2 The Engineer may, from time to time, delegate to any Engineer's
Representative, any of the duties and powers vested in him. Any such
delegation shall be in writing, signed by the Engineer and shall specify
the duties and powers delegated. No such delegation shall take effect
until a signed copy thereof has been delivered to the Contractor. Any
instruction or decision given by any Engineer's Representative to the
Contractor within the terms of such delegation (but not otherwise) shall
be deemed to have been given by the Engineer, provided that if the
Contractor is dissatisfied with any
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instruction or decision of any Engineer's Representative, the Contractor
may, within 14 (fourteen) days of receipt of notification of such
instruction or decision, refer the matter to the Engineer who shall
confirm, reverse or vary the instruction or decision.
3.3 The Engineer or any Engineer's Representative may appoint and replace
any person to act as assistant to any Engineer's Representative in
carrying out his duties and exercising his powers. Upon any such
appointment or replacement, the Engineer, or the Engineer's
Representative, as the case may be, shall notify the Contractor of the
names of each such person and their duties and powers.
3.4 In respect of any assistants appointed pursuant to Clause 3.3:
(a) such assistants shall have no authority to issue any instruction
or decision to the Contractor save insofar as such instruction
or decision may be necessary to enable them to carry out their
duties and exercise their powers. Any such instruction or
decision given by any assistant shall be deemed to have been
given by the Engineer's Representative for whom he acts; and
(b) if the Contractor is dissatisfied with any instruction or
decision of any assistant, he may, within 14 (fourteen) days of
receipt of notification of such instruction or decision, refer
the matter to the Engineer's Representative for whom the
assistant acts, who shall confirm, reverse or vary the
instruction or decision.
3.5 Until the Engineer, or as the case may be, any Engineer's
Representative, confirms, reverses or varies any instruction or decision
pursuant to the proviso to Clause 3.2, or pursuant to Clause 3.4 (b),
the Contractor shall remain bound by the instruction or decision and if,
as a result of any reversal or variation, the Contractor is prevented
from achieving any Stage or substantially completing the Works or any
Section by the relevant Key Date, or incurs Cost which the Contractor
did not and had no reason to anticipate, then if the Contractor claims
additional time and/or payment therefor, the Engineer shall give a
decision pursuant to Clause 45 and/or 57, provided that the Contractor
has complied with his obligations pursuant to Clause 45 and/or Clause
58, as appropriate.
3.6 If for any reason the Engineer or any Engineer's Representative or any
assistant to any Engineer's Representative considers it necessary to
give any instruction or decision orally, he may do so, and the
Contractor shall comply with such instruction or decision. The oral
instruction or decision shall be confirmed in writing by the Engineer,
the Engineer's Representative or assistant to any Engineer's
Representative, as the case may be, as soon as practicable after the
instruction or decision was given provided that if the
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Contractor, within 7 (seven) days of the date of receipt of the oral
instruction or decision, confirms in writing to the Engineer the oral
instruction or decision and if the confirmation is not contradicted in
writing within 7 (seven) days of receipt of the confirmation, it shall
be deemed to be an instruction or decision of the Engineer.
3.7 The Engineer's Representatives and his assistants may be employees of
the Employer or consultants or contractors.
3.8 Notwithstanding any other provision of the Contract:
(a) no act or omission by the Engineer or any Engineer's
Representative or the assistants to any Engineer's
Representative, including, without limitation, the issuance of
any notice of no objection or certificate, or the giving of any
permission or consent shall:
(i) relieve the Contractor in whole or in part from any
obligation or liability or give rise to any waiver or
estoppel in relation to any of his obligations or
liabilities; or
(ii) constitute a warranty by the Employer in relation to the
Contractor's performance of the Contract or any part
thereof; or
(iii) otherwise create any obligation or liability on the part
of the Employer unless the act or omission occurs in the
performance of duties or the exercise of powers pursuant
to the Contract;
(b) no failure by the Engineer, any Engineer's Representative or any
assistant to any Engineer's Representative to reject any work,
drawing or document which is not in accordance with the Contract
shall prejudice the power of any such persons subsequently to
reject the work, drawing or document, nor shall the Employer
incur any obligation or liability to the Contractor arising out
of such failure; and
(c) neither the Engineer, any Engineer's Representative nor any
assistant to any Engineer's Representative shall have any
personal liability to the Contractor for their acts and
omissions in the performance of their duties or exercise of
their powers pursuant to the Contract.
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ASSIGNMENT AND SUBCONTRACTING
4. ASSIGNMENT
4.1 The Contractor shall not, subject to Clause 4.2, assign or otherwise
transfer the benefit of the Contract or any part thereof or any interest
or right therein or thereunder without the prior consent of the Employer
and any assignment shall be upon terms and in a form approved by the
Employer.
4.2 The Contractor may, with the prior consent of the Employer, such consent
not to be unreasonably withheld:
(a) grant a charge on any moneys due or to become due to the
Contractor under the Contract in favour of his bankers or a
third party providing finance to the Contractor for the Works;
and
(b) assign to his bankers or the third party the right to receive
any moneys due or to become due under the Contract to the
Contractor.
4.3 The Employer shall be fully entitled at any time, without the consent of
the Contractor, to assign or otherwise transfer:
(a) the benefit of the Contract (or any part thereof) and any
interest therein or right thereunder to any third party; and
(b) the burden of the Contract including accrued liabilities (or any
part thereof) and any interest therein to the Government or to a
corporation wholly owned by the Government, or to any bank or
financial institution providing finance to the Employer in
respect of the Project,
provided that the Employer shall notify the Contractor following any
assignment or transfer by the Employer in accordance with this Clause
4.3.
5. SUB CONTRACTING
5.1 The Contractor shall not sub contract the whole of the Works.
5.2 The Contractor shall sub contract the performance of his design checking
obligations subject to and in accordance with Clause 6.
5.3 Save as provided by Clause 5.2, the Contractor shall not sub contract
any part of the Works without prior consent.
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5.4 If the Contractor wishes to sub contract part of the Works (other than
pursuant to Clause 5.2) he shall submit to the Engineer:
(a) the identity of the subcontractor proposed to be employed;
(b) particulars of the part of the Works to be sub contracted;
(c) the proposed terms upon which the subcontractor is to be
employed;
(d) address, telephone and facsimile numbers of the proposed
subcontractor;
(e) description of the proposed subcontractor's management
structure;
(f) details of previous and current projects of a similar nature
undertaken by the proposed subcontractor, giving the names of
the employer, architect/engineer, description of work performed
and contract value;
(g) number of personnel on the proposed subcontractor's payroll and
descriptions of their respective occupation/trade;
(h) any work the proposed subcontractor intends to further sub
contract to others;
(i) details of design capability, if the proposed subcontractor is
required to carry out design for the Works;
(j) details of design, fabrication and manufacturing facilities of
the proposed subcontractor;
(k) details of the site management arrangements of the proposed sub
contractor;
(l) details of safety personnel currently employed by the proposed
subcontractor and past accident records; and
(m) details of quality management personnel currently employed by
the proposed subcontractor and quality management system in use,
unless the Engineer notifies the Contractor that any information listed
in Clause 5.4(a) to (m) is not required in respect of the sub
contracting of any part of the Works. Such information shall be supplied
by the Contractor in sufficient time to enable the Engineer to evaluate
the
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capacity and ability of the proposed subcontractor to execute the part
of the Works to be sub contracted and to enable the Contractor to select
an alternative party in the event that the Engineer withholds his
consent to the proposed sub contracting.
5.5 The Contractor shall ensure that the terms of any sub contract
(including, without limitation, those made pursuant to Clause 6) impose
on the subcontractor such of the terms of the Contract as are applicable
and appropriate to the part of the Works to be sub contracted so as to
enable the Contractor to comply with his obligations in respect of such
part.
5.6 The Contractor shall use all reasonable endeavours to incorporate in any
of the sub contracts referred to in Clauses 5.2 and 5.4, such terms and
conditions as the Engineer may request the Contractor to so incorporate.
5.7 The Contractor shall ensure that the proposed terms and conditions of
sub contract referred to in Clause 5.5 shall include a provision by
which the subcontractor is obliged to provide a warranty executed as a
deed in favour of the Employer, in the form appearing in Schedule 1,
unless the Employer notifies the Contractor that no such warranty is
required in respect of any sub contract. The Contractor shall submit a
warranty, duly executed, in the said form to the Employer within 28
(twenty eight) days of the Contractor's appointment of each relevant
subcontractor in accordance with this Clause 5.
5.8 The Contractor shall, after receiving consent to any sub contracting,
supply to the Engineer such copies of the terms and conditions
(including, without limitation, rates and prices) of the sub contract as
the Engineer may instruct, and the Contractor shall not after entering
into the sub contract, amend, vary or waive the terms and conditions
thereof in any respect material to compliance by the Contractor with his
obligations, without prior consent.
5.9 The Engineer shall be entitled to communicate directly with the
Contractor's subcontractors of any tier, keeping the Contractor informed
of any significant communication, provided that the Engineer shall not
be entitled to issue directly to any subcontractor, any instruction or
decision affecting the Contractor's obligations or liabilities to a
subcontractor of any tier.
5.10 No sub contracting shall relieve the Contractor from any obligation or
liability nor create any obligation or liability on the part of the
Employer. The Contractor shall be liable for the acts and omissions of
his subcontractors of any tier as if they were the acts and omissions of
the Contractor. Without prejudice to the foregoing, the Contractor shall
provide all necessary superintendence to ensure that the part of the
Works to be executed by his subcontractors shall comply with the
requirements of the Contract.
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5.11 The Engineer may, notwithstanding previous consent pursuant to Clause
5.3, instruct the Contractor to discontinue the participation in the
Works of any of the Contractor's subcontractors of any tier if, in the
opinion of the Engineer, the subcontractor causes or contributes to a
material breach by the Contractor of any term of the Contract. Following
the issue of any such instruction, the Contractor shall ensure that the
relevant subcontractor does not participate in the Works again without
prior consent.
5.12 If a subcontractor of any tier provides to the Contractor a warranty in
connection with the Works, and if the Employer so instructs, the
Contractor shall assign the benefit of the warranty to the Employer,
provided that in the event of any such assignment, the Employer shall
use reasonable endeavours to enforce the said warranty against the
relevant subcontractor before enforcing the Contract against the
Contractor in respect of any matter for which a cause of action exists
against the subcontractor under the said warranty.
5.13 If the Contractor is in breach of any of the provisions of this Clause 5
in respect of any subcontractor appointed by the Contractor, the
Employer may, without prejudice to any other rights or remedies it may
have, withhold all interim payments in relation to the Cost Centre under
which the Contractor is to receive payment in respect of that part of
the Works sub contracted, until the breach is remedied.
6. APPOINTMENT OF INDEPENDENT CHECKING ENGINEER
6.1 Within 30 (thirty) days of the date of the Letter of Acceptance, the
Contractor shall appoint the Independent Checking Engineer to perform
the Contractor's design checking obligations.
6.2 The terms of appointment of the Independent Checking Engineer shall
provide that the Independent Checking Engineer is required:
(a) to provide persons of the qualifications and experience
appropriate to and consistent with the nature and scope of the
services to be undertaken;
(b) to perform the duties ascribed to him with reasonable skill,
care and diligence;
(c) to perform his duties in a manner compatible and consistent with
the Contractor's obligations;
(d) to be represented in Hong Kong at all times throughout the
execution of the Works by staff of suitable seniority and
experience;
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(e) not to sub contract any part of his obligations, save with the
written consent of the Contractor and the Engineer, and
(f) to provide in favour of the Employer a warranty duly executed as
a deed in the form appearing in Schedule 2.
The Independent Checking Engineer shall be (and shall be required by his
terms of-appointment with the Contractor to be) independent of the
Contractor and not be associated in any way with any person undertaking
the design of any part of the Permanent Works or the Temporary Works.
6.3 The Contractor shall supply to the Employer the warranty referred to in
Clause 6.2(f) above, duly executed, within 14 (fourteen) days of the
appointment of the Independent Checking Engineer by the Contractor.
6.4 The Contractor shall supply to the Engineer one copy of the terms and
conditions of appointment of the Independent Checking Engineer within 7
(seven) days of being instructed so to do by the Engineer. The
Contractor shall not, after entering into an agreement with the
Independent Checking Engineer, amend, vary or waive the terms and
conditions thereof in any respect material to compliance by the
Independent Checking Engineer, with the Independent Checking Engineer's
obligations, without prior consent.
6.5 The Engineer may instruct the termination of the appointment of the
Independent Checking Engineer if, in the Engineer's opinion, the
Independent Checking Engineer fails to properly discharge his duties in
accordance with the terms and conditions of his appointment. If the
Independent Checking Engineer's appointment is so terminated, he shall
not again participate in the Works without prior consent.
6.6 In the event of the termination of the appointment of the Independent
Checking Engineer for any reason by the Contractor, the Contractor shall
give notice thereof to the Engineer and shall submit for review details
of the identity, qualifications, experience and terms and conditions of
appointment of the proposed replacement. On receiving a notice of no
objection thereto, the Contractor shall appoint the replacement as soon
as practicable.
CONTRACT DOCUMENTS
7. PRECEDENCE OF DOCUMENTS
7.1 The documents forming the Contract are to be taken as mutually
explanatory. In the event of any inconsistency between the documents
comprising the Contract, the documents shall be interpreted by reference
to the following
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order of precedence unless a contrary intention is expressed by any
other provision of the Contract:
(a) the Letter of Acceptance shall prevail over any other document
forming the Contract;
(b) subject to Clause 7.1(a), the provisions of any Special
Conditions shall prevail over those of any other document
forming the Contract; and
(c) subject to Clauses 7.1(a) and (b), the provisions of these
General Conditions shall prevail over those of any other
document forming the Contract.
7.2 In the event that the Contractor shall find any ambiguity or discrepancy
in or between the documents comprising the Contract, the Contractor
shall forthwith notify the Engineer who shall, as soon as practicable,
issue such instructions to the Contractor which are necessary, in the
Engineer's opinion, to resolve the ambiguity or discrepancy.
7.3 If in compliance with an instruction issued pursuant to Clause 7.2, the
Contractor is prevented from achieving any Stage or substantially
completing the Works or any Section by the relevant Key Date, or incurs
Cost which the Contractor did not and had no reason to anticipate then,
if the Contractor claims additional time and/or payment therefor, the
Engineer shall give a decision pursuant to Clause 45 and/or Clause 56
and/or 57, provided that the Contractor has complied with his
obligations pursuant to Clause 45 and/or Clause 58, as appropriate.
8. ENTIRE AGREEMENT
8.1 Notwithstanding anything to the contrary expressed in or to be implied
from the Contract, the documents referred to in the definition of
"Contract" in Clause 1.1 as comprising the Contract contain the entire
agreement between the parties which supersede any previous agreement and
understanding between the parties in relation to the Works or any part
thereof. The Contractor acknowledges that by entering into the Contract,
he has not relied on any statement, representation, warranty,
undertaking or qualification to, or clarification of, his Tender, which
is not expressly set out in the documents comprising the Contract and
that the Employer shall have no liability to the Contractor in respect
of the same in the absence of fraud.
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9. PROVISION OF DRAWINGS AND SPECIFICATION
9.1 Within 7 (seven) days of the date of the Letter of Acceptance, the
Engineer shall issue to the Contractor, free of charge, 4 (four) copies
of the Specification, together with 2 (two) copies and 1 (one) CD-ROM of
the Drawings.
9.2 The Engineer shall issue to the Contractor from time to time during the
progress of the Works 1 (one) negative and 2 (two) positive sets of such
further or amended Drawings and 2 (two) copies of such further or
amended Specification (excluding drawings and documents which the
Contractor is expressly or impliedly obliged to produce under the
Contract) as shall in the Engineer's opinion be necessary for the
execution of the Works and the Contractor shall be bound by the same.
The Engineer shall not be bound to issue any Drawing or Specification
relating to any matter which, in his opinion, is the responsibility of
the Contractor under the Contract in the absence of the Drawing or
Specification.
9.3 The Contractor shall give reasonable notice to the Engineer of any
further or amended Drawings or Specification which the Contractor
considers is necessary for the execution of the Works to enable the
Engineer to issue the Drawings or Specification without delaying the
progress of the Works, but the Engineer shall not in any event be
obliged to issue the Drawings or Specification in advance of dates for
their issue identified in the Works Programme.
9.4 If, as a result of any failure or inability of the Engineer to issue
pursuant to Clause 9.2 at a time reasonable in all the circumstances,
further or amended Drawings or Specification which were the subject of a
notice by the Contractor in accordance with Clause 9.3, the Contractor
is prevented from achieving any Stage or substantially completing the
Works or any Section by the relevant Key Date, or incurs Cost which the
Contractor did not and had no reason to anticipate, then, if the
Contractor claims additional time and/or payment therefor, the Engineer
shall give a decision pursuant to Clause 45 and/or Clause 57, provided
that the Contractor has complied with his obligations pursuant to Clause
45 and/or Clause 58, as appropriate.
10. SUBMISSION AND REVIEW PROCEDURE
10.1 The Contractor shall submit to the Engineer for review all proposed
Contractor's Drawings and all other documents and things required by the
Contract to be submitted for review. Each submission shall be made in
accordance with the procedure for submission set out in the
Specification and in any event:
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(a) in time to enable the Engineer to examine the proposed
Contractor's Drawings or other document or thing submitted by
the Contractor without delaying the progress of the Works; and
(b) not later than any relevant date identified in the Works
Programme.
10.2 The Engineer shall notify the Contractor of the outcome of his review
pursuant to the procedure for submission set out in the Specification
within such period as may be expressly stipulated in the Contract, or in
the absence of any stipulation, within a reasonable time. The Contractor
shall, subject to any other provision of the Contract to the contrary,
execute the Works in accordance with the Contractor's Drawings.
10.3 If the Engineer notifies the Contractor, or if the Contractor discovers
at any time that any of the Contractor's Drawings is not in accordance
with the Contract, or any part of the Contractor's Drawings is
inconsistent or incompatible with another part, the Contractor shall
make such amendments as are necessary to remedy the non-compliance and
shall submit all amended Contractor's Drawings to the Engineer for
review.
10.4 The Contractor shall not be entitled to receive any extension of time
for achievement of a Stage or substantial completion of the Works or any
Section, or to receive any valuation or Cost pursuant to Clauses 56 and
57 respectively, or any further or additional payment of whatsoever
nature by reason of any amendment reviewed without objection pursuant to
Clause 10.3, and the Contractor shall be liable for any loss and expense
incurred by the Employer arising out of any amendment reviewed without
objection pursuant to Clause 10.3.
GENERAL OBLIGATIONS
11. CONTRACTOR'S GENERAL RESPONSIBILITIES
11.1 Save insofar as it is legally or physically impossible, the Contractor
shall, without prejudice to his other obligations:
(a) execute the Works in accordance with the Contract and, subject
thereto, to the satisfaction of the Engineer;
(b) comply with the Engineer's instructions;
(c) provide all staff, labour, goods, materials, Contractor's
Equipment, work, transport to and from and about the Site,
accommodation, storage and disposal facilities, consumables and
everything, whether of a temporary or permanent nature, required
in and for the execution of
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the Works, so far as the necessity for providing the same is
identified in the Contract or could reasonably be inferred
therefrom by a competent contractor experienced in the execution
of works of a similar nature and scope to the Works; and
(d) discharge his obligations with the skill and care to be expected
of a competent contractor experienced in the execution of works
of a similar nature and scope to the Works.
12. RESPONSIBILITY FOR DESIGN
12.1 The Contractor shall, subject to and in accordance with the Contract,
design:
(a) the Temporary Works, save to the extent expressly provided to
the contrary in the Contract; and
(b) any part of the Permanent Works expressly required by the
Contract to be designed by the Contractor,
and the design shall include the selection and specification of the
kinds and standards of goods, materials and workmanship to be used in
the Permanent Works and the Temporary Works, or in relation thereto, so
far as is not described or stated in the Specification.
12.2 The Contractor shall be entirely responsible for the Contractor's design
of the Temporary Works and any part of the Permanent Works required by
the Contract to be designed by the Contractor, including, without
limitation, the Contractor's Drawings, and shall be, and shall remain,
liable for any mistake, inaccuracy or discrepancy contained therein or
any omission therefrom. Nothing contained in the Contractor's design
shall relieve the Contractor from his obligations or liabilities
pursuant to Clause 12.3.
12.3 To the extent of his design obligations pursuant to Clauses 12.1 and
12.2, the Contractor warrants to the Employer that:
(a) he has exercised and shall continue to exercise in his design of
the Temporary Works and the relevant part of the Permanent
Works, all the skill and care to be expected of a professionally
qualified and competent designer experienced in undertaking the
design of works of a similar nature and scope to the Works;
(b) the Temporary Works and the relevant part of the Permanent Works
shall comply in all respects with the Contract and the
Contractor's Drawings;
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(c) the Temporary Works and the relevant part of the Permanent Works
have been and will be designed and constructed by the Contractor
using proven up to date good practice and standards available at
the date hereof which are consistent with the scope of the Works
and to standards which are consistent with the Contract;
(d) the relevant part of the Permanent Works shall, when completed,
comply with the Enactments;
(e) no goods or materials generally known to be deleterious or
otherwise not in accordance with good engineering practice have
been or will be specified or selected by the Contractor or any
one acting on his behalf;
(f) no goods or materials which, after their specification or
selection by or on behalf of the Contractor but before being
incorporated into the Permanent Works, become generally known to
be deleterious or otherwise not in accordance with sound
engineering practice, will be incorporated into the Permanent
Works; and
(g) the Contractor's design of the relevant part of the Permanent
Works has taken and/or will take full account of the
construction methods, Temporary Works, and Contractor's
Equipment intended to be used by the Contractor and all
subcontractors of any tier.
13. ARTICLES OF AGREEMENT
13.1 The Contractor shall, when requested by the Employer, execute the
Articles of Agreement, in the form appearing in Schedule 3, as a deed,
which shall be prepared at the expense of the Employer.
13.2 If the Contractor, or any of the entities comprising the Contractor, is
incorporated outside of Hong Kong, the Contractor shall, if requested by
the Employer, obtain prior to the execution of the Articles of
Agreement, an opinion in writing by an established and qualified lawyer
(who is not an employee of the Contractor or any such entity) in the
country where the Contractor or such entity is incorporated, in
substantially the same form as the draft contained in Schedule 4 and
acceptable to the Employer, confirming that the proposed manner of
execution of the Articles of Agreement by the Contractor or such entity
will result in a legal, valid and binding instrument in and under the
laws of the country in which the Contractor or any such entity is
incorporated.
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14. BONDS, PARENT COMPANY GUARANTEES AND PARENT COMPANY UNDERTAKINGS
BONDS, GUARANTEES AND UNDERTAKINGS
14.1 The Contractor shall, within 14 (fourteen) days of the date of the
Letter of Acceptance, submit to the Employer:
(a) a bond for the amount stated in Appendix 1 to the Form of
Tender, in the form appearing in Schedule 5, duly executed as a
deed by the bank or other financial institution which is
identified in the Letter of Acceptance. Such bond shall remain
in full force and effect until the issue of the Substantial
Completion Certificate for the Works, save to the extent that
payment thereunder is received by the Employer in full prior
thereto. The Employer shall return the bond to the Contractor
within 28 (twenty-eight) days of its expiry. Within 7 (seven)
days of the submission of the bond in the form required, the
Employer shall release any tender bond submitted by the
Contractor with the Tender; and
(b) a parent company guarantee in the form appearing in Schedule 6,
and a parent company undertaking in the form appearing in
Schedule 7, duly executed as deeds by such of the parent
companies' shareholders or holding companies of the Contractor
as is identified in the Letter of Acceptance. If the Contractor
comprises more than one legal entity, this provision shall apply
to each such entity.
14.1A The Employer shall not make any demand for payment under the bond to be
provided by the Contractor in accordance with Clause 14.1(a), without
giving the Contractor not less than 14 (fourteen) days' prior notice of
an intention by the Employer to make such a demand for payment, save
that where the Contractor is in default under Clause 73.1, the Employer
may make a demand for payment under the said bond without giving any
such prior notice.
OFF-SHORE MANUFACTURING BONDS
14.2 The Contractor shall submit to the Employer, at the times required by
the preamble to the Pricing Document, bonds required by the said
preamble as security for and as a condition precedent to payment for any
part of the Permanent Works manufactured offshore, in the form appearing
in Schedule 8, duly executed as a deed by the bank or financial
institution identified in the Letter of Acceptance or such other bank or
financial institution as may be reviewed without objection.
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LEGAL OPINIONS
14.3 The provisions of Clause 13.2 in respect of the provision of a legal
opinion for the execution of the Articles of Agreement by the Contractor
shall apply mutatis mutandis to the execution of a bond by any bank or
financial institution and the execution of a parent company guarantee
and parent company undertaking by any company pursuant to Clauses
14.1(a), 14.1(b) and 14.2, as appropriate, where they are incorporated
outside of Hong Kong, save that the legal opinion shall be in
substantially the same form as the relevant draft contained in Schedule
9.
WITHHOLDING INTERIM PAYMENTS
14.4 The Contractor's compliance with Clause 14.1 shall be a condition
precedent to receipt of any payment by the Contractor under the
Contract. Without prejudice to any other right or remedy of the
Employer, until the Contractor has complied with Clause 14.1, the
Employer shall be entitled to withhold all payments otherwise due to the
Contractor under the Contract.
15. INSPECTION OF THE SITE AND INFORMATION, SUFFICIENCY OF TENDER AND
PHYSICAL CONDITIONS AND ARTIFICIAL OBSTRUCTIONS
15.1 The Contractor shall be deemed prior to the date of the Letter of
Acceptance to have:
(a) inspected the Site and its surroundings and examined all
information in connection with the Works made available to the
Contractor by or on behalf of the Employer prior to the said
date, including, without limitation, the information on the
nature of the ground, sub soil and sub strata of the Site
obtained by or on behalf of the Employer and listed in the
Specification, which the Contractor shall be responsible for
interpreting;
(b) obtained for himself all other necessary information in
connection with the execution of the Works and his other
obligations; and
(c) satisfied himself as to:
(i) the form, nature and general condition of the Site
including, without limitation, the form and nature of
the ground, sub soil and sub strata of the Site, and all
geological, geo-environmental, geotechnical and
hydrological conditions affecting the Site;
(ii) the form and nature of materials, whether natural or
otherwise, to be excavated from the Site;
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(iii) where appropriate, the form and nature of the sea bed
and sea surface conditions forming any part of the Site;
(iv) the means of communication with and access to and
through the Site;
(v) the climatic and environmental conditions affecting the
Site;
(vi) the risk of damage to property adjacent to the Site and
injury to occupiers of such property;
(vii) the possibility of interference by persons other than
the Employer who will also have access to or use of the
Site from time to time;
(viii) the interfaces with Project Contractors and other works
relating to the Project;
(ix) the nature and extent of the Works and the materials
necessary for the execution of the Works;
(x) the description of the Cost Centres and item
descriptions and quantities, if any, contained in the
Pricing Document and that the same are consistent with
the scope of the Works ascertainable in accordance with
the Contract, apart from those descriptions and
quantities; and
(xi) all other matters whatsoever affecting his obligations.
15.2 The Contractor shall be deemed prior to the date of the Letter of
Acceptance on the basis indicated in Clause 15.1 and generally, to have
allowed a correct and sufficient Tender Total and rates and prices
included in the Pricing Document to cover all his obligations and to
have allowed the necessary resources and allocated the necessary time to
enable him to substantially complete the Works and any Section and to
achieve any Stage by the relevant Key Dates. Except insofar as otherwise
provided in the Contract, the Tender Total and the said rates and prices
shall cover all the Contractor's obligations and, except as aforesaid,
the periods ending on the Key Dates shall be deemed sufficient for the
Contractor to substantially complete the Works and any Section and to
achieve any Stage.
15.3 The Employer shall have no obligation to make any additional payment to
the Contractor, and the Engineer shall have no obligation to grant any
extension of time on the ground of:
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(a) any misunderstanding or misapprehension in respect of the
matters referred to in Clause 15.1; or
(b) except as otherwise provided in the Contract (including, without
limitation, pursuant to Clauses 15.4, 15.5 and 15.6), incorrect
or insufficient information being given to the Contractor by any
person whether or not in the employ of the Employer; or
(c) the Contractor failing to obtain correct and sufficient
information,
nor shall the Contractor be relieved from any of his obligations or
liabilities on any such ground or, subject to Clauses 76 and 77, on the
ground that he did not or could not foresee any matter which may in fact
affect or have affected his obligations, provided that the foregoing
shall not affect the Contractor's rights or obligations pursuant to
Clauses 15.4 to 15.7, or Clause 24.1.
15.4 If, during the execution of the Works, the Contractor shall encounter
physical conditions (other than weather conditions or conditions due to
weather conditions) or artificial obstructions which could not, in his
opinion, reasonably have been foreseen by an experienced contractor at
the date of the Letter of Acceptance, the Contractor shall, as soon as
practicable thereafter, and in any event within 28 days of encountering
such conditions, give notice thereof to the Engineer. Without prejudice
to Clauses 45, 56, 57 and 58, such notice shall specify the physical
condition or artificial obstruction, the effects thereof, the measures
the Contractor has taken or is proposing to take to overcome the
physical condition or artificial obstruction, their estimated cost, and
the extent of the anticipated delay in, or interference with, the
execution of the Works.
15.5 Following receipt of any notice served by the Contractor in accordance
with Clause 15.4, and without prejudice to any other power which the
Engineer may have under the Contract, the Engineer may:
(a) instruct the Contractor to investigate and report upon the
practicability and cost and timing effects of the Contractor
taking measures which may be available to overcome the physical
condition or artificial obstruction;
(b) consent to the measures notified by the Contractor in accordance
with Clause 15.4, with or without modification;
(c) give an instruction as to how the physical condition or
artificial obstruction is to be dealt with; and/or
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(d) order a suspension under Clause 51 or a variation under Clause
54.
15.6 If by reason of:
(a) the presence of the physical condition or artificial obstruction
notified by the Contractor in accordance with Clause 15.4 which
in the Engineer's opinion could not have been reasonably
foreseen by an experienced contractor at the date of the Letter
of Acceptance; and
(b) the measures taken by the Contractor to overcome the physical
condition or artificial obstruction notified by the Contractor
in accordance with Clause 15.4 and made the subject of the
Engineer's consent pursuant to Clause 15.5(b); or
(c) instructions issued by the Engineer pursuant to Clauses 15.5(a)
or (c),
the Contractor is prevented from achieving any Stage or substantially
completing the Works or any Section by the relevant Key Date or incurs
Cost which the Contractor did not and had no reason to anticipate then,
if the Contractor claims additional time and/or payment therefor, the
Engineer shall give a decision pursuant to Clauses 45 and/or 56 and/or
57, provided that the Contractor has complied with his obligations
pursuant to Clause 45 and/or Clause 58, as appropriate.
15.7 If the Engineer shall decide that the physical condition or artificial
obstruction the subject of a claim for additional time and/or payment,
could in whole or in part have been reasonably foreseen by an
experienced contractor at the date of the Letter of Acceptance, he shall
so notify the Contractor in writing as soon as he shall have reached
that decision. Notwithstanding such notification, any claim by the
Contractor for additional time and/or payment in respect of any
suspension or variation previously instructed by the Engineer shall be
decided in accordance with Clauses 45 and/or 56 and/or 57.
16. PROGRAMMES AND PROGRESS REPORTS
16.1 The Contractor shall submit to the Engineer in accordance with the
Specification:
(a) the Works Programme;
(b) the Monthly Progress Reports; and
(c) such other programmes, schedules and reports as may be
identified in the Specification or instructed.
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16.2 The review without objection of any of the documents referred to in
Clause 16.1 (or any amendment thereof from time to time) shall not:
(a) if the document indicates that a Key Date has not or will not be
met, constitute any form of acknowledgement that the Contractor
is or may be entitled to an extension of time in relation to the
Key Date; and
(b) without prejudice to the generality of any other provision of
the Contract, imply that any programme is feasible, suitable or
appropriate.
16.3 The Engineer shall issue the Master Programme to the Contractor and may
from time to time issue the Contractor with revised versions of the
Master Programme if, in the Engineer's opinion, the effect of the
revisions are relevant to the programming and/or execution of the Works.
The Master Programme shall not be binding on the Employer or otherwise:
(a) release the Contractor of any of his obligations or liabilities
or give rise to any waiver or estoppel in relation to any of his
obligations or liabilities; or
(b) constitute a warranty by the Employer in relation to the
Contractor's execution of the Works; or
(c) create any obligation or liability on the part of the Employer.
16.4 The Engineer shall issue the Contractor with the Co-ordinated
Installation Programme, the Track Related Installation Programme and
such other programmes to be issued by the Engineer as referred to in,
and in accordance with, the Specification.
16.5 No provision or reference in any of the documents referred to in Clause
16.1 shall constitute a notice for the purpose of any of the provisions
of the Contract.
16.6 Any failure by the Contractor to work in accordance with the Works
Programme shall be deemed to be a breach of Clause 42.1 unless the
Contractor can prove to the contrary.
17. METHOD STATEMENT
17.1 The Contractor shall submit to the Engineer for review, all drawings and
other documents as may be identified in the Specification, or as
instructed, relating to the methods by which the Contractor shall
execute the Works,
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including, without limitation, the use of Contractor's Equipment and
Temporary Works and the places where the Contractor shall execute the
Works.
17.2 The Contractor warrants to the Employer that the methods of delivery,
assembly and construction (including the use of Contractor's Equipment
and Temporary Works) and the Contractor's Equipment and Temporary Works
themselves shall be consistent with the requirements of the Contract and
that the Contractor shall not change any proposed method of construction
previously reviewed without objection by the Engineer, without making a
further submission for review.
18. CONTRACTOR'S SUPERINTENDENCE AND STAFF
18.1 The Contractor shall provide all necessary superintendence during the
execution of the Works.
18.2 The Contractor shall employ or cause to be employed in connection with
the Works on the Site or off-Site at any place of manufacture or source
of material and in the superintendence thereof only such technical
personnel as are skilled and experienced in their respective trades and
callings and such sub-agents, foremen, leading hands and labour as are
competent to carry out their respective duties in connection with the
Works.
18.3 The Engineer may instruct the Contractor to remove or cause to be
removed from the Works or the Site any person employed thereon without
stating any reason if, in the Engineer's opinion, the person misconducts
himself, is incompetent, is negligent in the performance of his duties,
fails to conform with any provision in the Contract with regard to
safety or persists in any conduct which is prejudicial to safety or
health. Such person shall not again be employed in connection with the
Works or on the Site without prior consent.
18.4 Any person removed from the Works or the Site pursuant to Clause 18.3
shall be replaced by the Contractor as soon as practicable by a
competent substitute.
18.5 The Contractor shall indemnify the Employer in respect of liability
under the Immigration Ordinance (Cap 115) to the extent that such
liability arises from the presence on or off the Site of any employee,
agent or representative of the Contractor or of his subcontractors of
any tier.
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19. SETTING-OUT AND DIMENSIONS
19.1 The Contractor shall be responsible for the setting out of the Works
relative to the data contained in the Drawings and the Specification or
notified by the Engineer and for the correctness of the position, level,
dimensions and alignment of all parts of the Works and for the provision
of all necessary instruments, appliances and labour in connection
therewith.
19.2 If at any time during the execution of the Works any error shall appear
or arise in the position, level, dimension or alignment of the Works or
any part thereof, the Contractor shall forthwith give notice of the same
to the Engineer and shall, on being instructed so to do, rectify the
error to the satisfaction of the Engineer. Provided that if, in the
Engineer's opinion, the error is the result of incorrect data contained
in the Drawings and/or the Specification or notified by the Engineer and
if, in compliance with an instruction pursuant to this Clause 19.2, the
Contractor is prevented from achieving any Stage or substantially
completing the Works or any Section by the relevant Key Date or incurs
Cost which the Contractor did not and had no reason to anticipate then,
if the Contractor claims additional time and/or payment therefor, the
Engineer shall give a decision pursuant to Clause 45 and/or Clause 56
and/or 57, provided that the Contractor has complied with his
obligations pursuant to Clause 45 and/or Clause 58, as appropriate.
19.3 The Contractor shall carefully protect and preserve all bench-marks,
sight-rails, pegs and other things used in setting out the Works.
20. SAFETY
20.1 The Contractor shall throughout the execution of the Works take full
responsibility for:
(a) the adequacy, stability and safety of the Works;
(b) the safety of the Contractor's Equipment;
(c) the safety of all persons on or in the vicinity of the Site; and
(d) providing and maintaining all necessary lights, guards, fences,
warning signs and storage areas.
20.2 The Contractor shall:
(a) submit to the Engineer for his review, in accordance with the
Specification, a safety plan which shall set out details of the
safety measures to be implemented by the Contractor to comply
with his
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obligations under or in connection with the Contract. Any
supplemental submission to the Engineer for his review of
amendments, variations or additions to the safety plan shall be
made not less than 28 (twenty-eight) days before commencement of
any work which is the subject of the submission;
(b) appoint a competent English speaking agent or representative who
has been reviewed without objection and who is not otherwise
involved in the Works to act as the manager and supervisor of
the safety plan;
(c) adhere to the principles and procedures contained in the safety
plan and in any amendment, variation or addition thereto which
have been reviewed without objection; and
(d) ensure that sufficient personnel are dedicated to the
implementation of the safety plan and all safety procedures
contained therein.
20.3 If at any time:
(a) the safety plan is, in the Engineer's opinion, insufficient or
requires revision or modification to ensure the security of the
Works and the safety of all workmen upon and visitors to the
Site; or
(b) the level of accidents on any part of the Site exceeds any level
laid down in Government proposals for safety,
the Engineer may instruct the Contractor to revise the safety plan and
the Contractor shall, within 14 (fourteen) days, submit the revised plan
to the Engineer for review.
20.4 Without prejudice to the generality of this Clause 20, the Contractor
shall provide all facilities, access and assistance to the Engineer to
enable him to monitor and verify that the safety plan is being properly
and fully implemented.
21. CARE OF THE WORKS ETC.
21.1 The Contractor shall, subject to Clauses 21.3, 21.5 and 50.3, be fully
responsible for the care of:
(a) the Works, or any part thereof, (whether on the Site or
elsewhere); and
(b) all Contractor's Equipment and consumables on the Site or being
delivered to the Site in connection with the Works,
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from the Date for Commencement of the Works until 28 (twenty-eight) days
after the date of issue of the Substantial Completion Certificate for
the Works whereupon the responsibility for the care of the Works shall
pass to the Employer.
21.2 The Contractor shall be fully responsible for the care of any work which
he undertakes to finish or which he otherwise carries out during any
Defects Liability Period until the work has been completed, whereupon
the responsibility for the care of the work shall pass to the Employer.
21.3 If a Substantial Completion Certificate is issued for any Section or any
other part of the Works, the Contractor shall:
(a) execute the remainder of the Works in such a manner as not to
prejudice the care, maintenance and condition of the Section or
other part; and
(b) cease to be responsible, under Clause 21.1, for the care of the
Section or other part 28 (twenty-eight) days after the date of
issue of such Substantial Completion Certificate, whereupon the
responsibility for the care of the Section or other part shall
pass to the Employer.
21.4 Except to the extent caused by any of the Excepted Risks defined in
Clause 21.5, if any loss or damage occurs to:
(a) the Works; or
(b) Contractor's Equipment or consumables
while the Contractor is responsible for the care thereof, the Contractor
shall, with all possible speed, rectify the loss or damage so that the
Works are executed in accordance with the Contract. The Contractor shall
also be liable for any loss or damage to the Works occasioned by him in
the course of any operation carried out by him for the purpose of
complying with his obligations under Clause 53.
21.5 "Excepted Risks" for the purposes of this Clause are:
(a) outbreak of war (whether war be declared or not) in which Hong
Kong shall be actively engaged;
(b) invasion of Hong Kong;
(c) act of terrorists in Hong Kong;
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(d) civil war, rebellion, revolution, insurrection or military or
usurped power in Hong Kong;
(e) riot, commotion or disorder in Hong Kong otherwise than amongst
the employees of the Contractor, or any of his subcontractors of
any tier currently or formerly engaged on the Works;
(f) ionising radiation or contamination by radioactivity from any
nuclear fuel or from any nuclear waste from the combustion of
nuclear fuel, radioactive, toxic, explosive or other hazardous
properties of any explosive nuclear assembly or nuclear
component thereof, unless the source or cause of the radiation,
radioactivity or other hazard is brought to or near the Site by
the Contractor or any of his subcontractors of any tier;
(g) pressure waves caused by aircraft or other aerial devices
travelling at sonic or supersonic speeds;
(h) a cause due to use or occupation of the Permanent Works or any
part thereof by the Employer (which shall not include or be
deemed to include the execution of works by Relevant Authorities
or Project Contractors or the provision of access thereto over
the Site or the Permanent Works or any parts thereof); and
(i) the neglect or default by or on behalf of the Employer,
including, without limitation, in the preparation of any design
of the Permanent Works or Temporary Works included in the
Drawings and/or the Specification, insofar as damage, loss or
injury is the direct consequence thereof, or any default of
Relevant Authorities or Project Contractors.
21.6 If and to the extent that there is any loss or damage to the Works,
Contractor's Equipment or consumables caused by any of the Excepted
Risks, the Contractor shall, if and to the extent instructed, rectify
the loss or damage. If, in compliance with an instruction issued
pursuant to this Clause 21.6, the Contractor is prevented from achieving
any Stage or substantially completing the Works or any Section by the
relevant Key Date or incurs Cost which the Contractor did not and had no
reason to anticipate then, if the Contractor claims additional time
and/or payment therefor, the Engineer shall give a decision pursuant
to Clause 45 and/or Clause 56 and/or 57, provided that the Contractor
has complied with his obligations pursuant to Clause 45 and/or Clause
58, as appropriate.
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22. DAMAGE TO PROPERTY AND INJURY TO PERSONS - INDEMNITIES
22.1 The Contractor shall be liable for and indemnify the Employer against
all losses and claims of whatsoever nature in respect of:
(a) the death or illness of or injury to any person; and
(b) the loss of or damage to any property other than the Works,
arising out of or in connection with the Works or the execution thereof
by the Contractor.
22.2 The scope of the Contractor's liability and indemnity pursuant to Clause
22.1 shall be reduced proportionately to the extent that any neglect or
default of the Employer or Project Contractors caused or contributed to
the death, illness, injury, loss or damage.
22.3 The Employer shall be liable for and indemnify the Contractor against
liability in connection with death, illness, injury, loss and damage
referred to in Clause 22.1 arising out of or connected with:
(a) the use or occupation of land provided by the Employer by the
Permanent Works or for the purposes of the execution of the
Works or interference, whether temporary or permanent, with any
right of way, navigation, light, air or water or other easement
or quasi easement;
(b) the right of the Employer to execute the Works on, over, under,
in or through any land, sea or foreshore;
(c) damage that is the inevitable consequence of the execution of
the Works; and
(d) neglect or default of the Employer or Project Contractors.
22.4 The scope of the Employer's liability and indemnity pursuant to Clause
22.3 shall be reduced proportionately to the extent that the act or
neglect of the Contractor or his subcontractors of any tier caused or
contributed to the death, illness, injury, loss or damage.
23 GIVING OF NOTICES AND PAYMENT OF FEES ETC
23.1 The Contractor shall give all notices and pay all fees required to be
given or paid by any Enactment in connection with the execution of the
Works and by the rules and regulations of any Relevant Authority whose
property or rights
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are or may be affected in any way by the Works or their execution. If
any new fee is imposed or if any existing fee is increased, after the
date of the Letter of Acceptance, the new fee or increase shall be paid
by the Contractor. Such fees shall include, but not be limited to, any
customs or import duties required to be paid for the importation of any
part of the Works into Hong Kong.
23.2 Except where otherwise stated in the Contract, the Contractor shall pay
any royalty, rent and other payment or compensation in relation to any
Contractor's Equipment or Temporary Works required in connection with
the Works.
24. COMPLIANCE WITH ENACTMENTS AND OBTAINING PERMITS AND CONSENTS
24.1 The Contractor shall, in connection with the execution of the Works,
comply in all respects with:
(a) the provisions of all Enactments;
(b) any condition attached to any permit or exemption issued
pursuant to any Enactment; and
(c) the rules and regulations of Relevant Authorities,
and any addition or amendment made thereto after the date of the Letter
of Acceptance and shall indemnify the Employer against any liability
and/or penalty to the extent arising from breach by the Contractor of
any Enactment, condition, rule or regulation. In the event that, after
the date of the Letter of Acceptance, any addition or amendment is made
to any Enactment, any condition attached to any permit or exemption
issued pursuant to any Enactment or to the rules and regulations of
Relevant Authorities which renders it necessary for the Contractor to
alter the design of any part of the Permanent Works expressly required
by the Contract to be designed by the Contractor, if, in the opinion of
the Engineer, such addition or amendment could not reasonably have been
foreseen by an experienced contractor at the date of the Letter of
Acceptance, then, without prejudice to Clause 15.3, any amendment to any
Contractor's Drawings rendered necessary by such addition or amendment
shall, for all purposes of the Contract, be deemed to be a variation
instruction issued by the Engineer pursuant to Clause 54.1.
24.2 (a) The Contractor shall:
(i) obtain all statutory registrations, approvals and
consents required for the execution of the Works
including, where relevant, but without limitation,
obtaining registration as a registered contractor, and
all approvals and consents under
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the Buildings Ordinance which are necessary for the
execution of the Works; and
(ii) co-operate with all relevant parties, complete such
certificates and forms, make such applications, and, to
the extent that the same are within the control of the
Contractor, do all such other things as may be necessary
to enable occupation permits to be issued under the
Buildings Ordinance and any other Enactment so that the
Employer may occupy and use the Permanent Works.
(b) Notwithstanding any other provision of the Contract, neither the
Works nor any Section shall be (nor shall be deemed to be)
substantially complete until all necessary statutory approvals,
consents and occupation permits have been obtained to enable the
Employer to occupy and use the Permanent Works or the relevant
part thereof.
24.3 If there is a delay in obtaining any of the occupation permits referred
to in Clause 24.2 (a) (ii) which is caused by any person other than the
Contractor and for which the Contractor is not responsible, and such
delay is the sole reason preventing the Contractor from substantially
completing the Works, or any Section, as the case may be, by the
relevant Key Date therefor, then if the Contractor claims additional
time and/or payment therefor, the Engineer shall give a decision
pursuant to Clause 45 and/or Clause 57, provided that the Contractor has
complied with his obligations pursuant to Clause 45 and/or Clause 58, as
appropriate.
25. LANGUAGE OF NOTICES ETC
25.1 Any notice which the Contractor is required to exhibit either for the
benefit of the public or his employees and all written and printed
matter, affixed to the Works or otherwise required for operation and
maintenance shall be in English and in Chinese characters and such other
language as may be required by any Enactment and/or the Specification.
26. INTERFERENCE AND NUISANCE
26.1 The Works shall, so far as compliance with the requirements of the
Contract permit, be executed so as to avoid unnecessary or improper
nuisance or disturbance to or interference with the public or the access
to or use or occupation of public roads, footpaths, waterways,
anchorages, navigation channels or properties whether in the possession
of the Employer or of any other person.
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26.2 The Contractor shall be liable for and indemnify the Employer against
liability in connection with any breach of Clause 26.1 provided that
such liability and indemnity shall be reduced proportionately to the
extent that the act or neglect of the Employer or Project Contractors
caused or contributed to the breach.
27. INTELLECTUAL PROPERTY RIGHTS
27.1 In this Clause, intellectual property rights shall include, but not be
limited to, patent, copyright, design rights, trademarks and
confidential information.
27.2 The Contractor shall indemnify the Employer against liability in Hong
Kong or in any country in connection with the infringement of any
intellectual property right existing anywhere in the world in respect of
anything used in or required for the Works or the operation, and
maintenance in service of the Permanent Works (except to the extent that
infringement was unavoidable as a result of the Drawings, the
Specification or any instruction, save insofar as such instruction
incorporated any Contractor's Drawings).
27.3 The Contractor shall, at the Employer's request and in accordance with
the Employer's directions, defend any claim or proceeding against the
Employer in connection with any alleged infringement referred to in
Clause 27.2.
27.4 In so far as the intellectual property rights existing anywhere in the
world in respect of anything used in or required for the Works or the
operation, repair, maintenance, replacement or extension of the
Permanent Works shall be vested in the Contractor, the Contractor grants
to the Employer, his successors and assigns a royalty-free,
non-exclusive and irrevocable licence (carrying the right to grant
sub-licences) to use, reproduce, modify, adapt and translate any of the
works, designs or inventions incorporated or referred to in anything
used or required as aforesaid for all purposes relating to the Project.
To the extent that beneficial ownership of any such intellectual
property right is vested in anyone other than the Contractor, the
Contractor shall use his best endeavours (save in respect of and to the
extent of the things excepted from Clause 27.2, as to which the
Contractor shall use reasonable endeavours) to procure that the
beneficial owner thereof shall as soon as possible grant a like licence
to the Employer. Any licence pursuant to this Clause 27.4 shall not be
determined if the Contractor shall for any reason cease to be employed
in connection with the Works and the Contractor shall execute such
documents and do all other things as may be necessary to give effect to
and protect the licence including, without limitation, notifying
purchasers of any right of the existence of the licence.
27.5 If the Contractor uses proprietary software for the purpose of storing
or utilising records, the Contractor shall procure the grant of a
licence or sub-
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licence to use, reproduce, modify, adapt and translate the software in
favour of the Employer and shall pay such licence fee or other payment
as the grantor of the licence may require provided that the licence may
be restricted to use, reproduction, modification, adaptation and
translation relating to the Project.
28. CO-ORDINATION
28.1 The Contractor acknowledges that the Project involves a number of
separate design and/or construction contracts and that it is necessary
for the design and construction of the Permanent Works and the Temporary
Works to be co-ordinated with the design and construction of that part
of the Project being undertaken by Relevant Authorities and Project
Contractors.
DESIGN
28.2 The Contractor shall, in performing his design obligations pursuant to
Clause 12, consult, liaise and co-operate with Relevant Authorities and
Project Contractors and use his best endeavours to ensure, utilising the
expertise to be expected of a contractor experienced in undertaking the
design of works similar in scope and complexity to the Temporary Works
and the relevant part of the Permanent Works to be designed by the
Contractor in accordance with the Contract, that the Contractor's design
of the Temporary Works and the relevant part of the Permanent Works to
be designed by the Contractor is consistent, compatible, integrated and
co-ordinated with the design of that part of the Project designed by
Relevant Authorities and Project Contractors. Without prejudice to the
foregoing, the Contractor shall, in discharging such obligations:
(a) request Relevant Authorities and Project Contractors to supply
all drawings and design information in their possession which
the Contractor reasonably requires;
(b) supply Relevant Authorities and Project Contractors promptly
with all drawings and design information in his possession which
they may reasonably require to co-ordinate the design of their
works with the Contractor's design of the Temporary Works and
the relevant part of the Permanent Works;
(c) request the Engineer to supply all drawings and design
information in his possession, or in the possession of the
Employer, which the Contractor reasonably requires, and the
Engineer shall provide such drawings and design information to
the Contractor as soon as is practicable; and
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(d) comply with the procedures set out in the Specification in
respect of the co-ordination of the Contractor's design of the
Temporary Works and the relevant part of the Permanent Works,
and the Contractor shall attend all meetings necessary for the
Contractor to devise, or assist in devising, design solutions to achieve
the co-ordination of the Contractor's design of the Temporary Works and
the relevant part of the Permanent Works with the design of that part of
the Project designed by Relevant Authorities and Project Contractors.
28.3 The Contractor shall notify the Engineer forthwith in the event that,
notwithstanding the discharge of his obligations in accordance with
Clause 28.2, the Contractor considers that a conflict has arisen between
the Contractor's design of the Temporary Works and/or the relevant part
of the Permanent Works and the design of any part of the Project
designed by Relevant Authorities and/or Project Contractors which it has
not been possible for the Contractor to resolve. Each such notice shall
be accompanied by details of the alleged conflict; an explanation of why
it has not been possible for the Contractor to resolve such conflict and
the Contractor's proposals as to the manner in which he believes that
such conflict can and should be resolved.
28.4 Without prejudice to Clause 28.3, the Contractor shall keep the Engineer
fully informed of all communications with Relevant Authorities and
Project Contractors relating to the co-ordination of the Contractor's
design of the Temporary Works and the relevant part of the Permanent
Works with the design of that part of the Project designed by Relevant
Authorities and Project Contractors and shall supply the Engineer
promptly with all information requested by him in respect thereof
including, without limitation, any information concerning any conflict
notified by the Contractor in accordance with Clause 28.3.
CONSTRUCTION
28.5 The Contractor shall, in executing the construction of the Works,
consult, liaise and co-operate with Relevant Authorities and Project
Contractors and use his best endeavours to ensure, utilising the
expertise to be expected of a contractor experienced in undertaking the
construction of works similar in scope and complexity to the Works, that
the most efficient means are used to co-ordinate the Contractor's
construction activities with the construction activities carried out
(contemporaneously or otherwise) by Relevant Authorities and Project
Contractors in respect of works not included in the Contract but forming
part of the Project ("Project Works"), and shall devise programming and
construction related solutions to achieve such objective. Without
prejudice to the foregoing, the Contractor shall, in discharging such
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obligations:
(a) supply promptly to the Engineer all information in the
Contractor's possession relating to the co-ordination of the
construction activities of the Contractor in the execution of
the Works with the construction activities of Relevant
Authorities and Project Contractors in respect of Project Works;
(b) attend meetings necessary to devise solutions to achieve the co-
ordination of the construction activities of the Contractor in
respect of the Works with the construction activities of
Relevant Authorities and Project Contractors in respect of
Project Works, including, without limitation, attending meetings
convened by the Engineer in relation thereto;
(c) provide access to Relevant Authorities and Project Contractors
to the Site and the Permanent Works and the Temporary Works to
execute Project Works;
(d) provide facilities and services to Relevant Authorities and
Project Contractors to execute Project Works, to the extent
stated in the Specification; and
(e) comply with the procedures set out in the Specification in
relation to the co-ordination of the construction activities of
the Contractor in respect of the Works and the construction
activities of Relevant Authorities and Project Contractors in
respect of Project Works.
28.6 The Contractor shall notify the Engineer forthwith upon identifying any
actual or potential conflict that may arise or which has arisen between
the Contractor's construction activities in respect of the Works, and
the construction activities of Relevant Authorities and/or Project
Contractors in respect of Project Works. Each such notice shall be
accompanied by details of the alleged conflict, an explanation of why it
has not been possible for the Contractor to resolve the conflict and the
Contractor's proposals as to the manner in which he believes that such
conflict can and should be resolved. Without prejudice to the foregoing,
the Contractor shall supply the Engineer promptly with all information
requested by him in respect of any alleged conflict notified by the
Contractor.
GENERAL
28.7 Without prejudice to any other provision of the Contract, the Contractor
shall employ, and shall ensure that his subcontractors of any tier
employ in respect of the Works, a sufficient number of staff suitably
skilled and experienced in
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the co-ordination of works of a similar scope and complexity to the
Works to enable his obligations under this Clause 28 to be performed
effectively and efficiently.
28.8 The Contractor shall (independent of any liability pursuant to Clause 48
in respect of delay in the substantial completion of the Works or any
Section or the achievement of any Stage) be liable for any loss and
expense incurred by the Employer arising from any breach by the
Contractor of his obligations under this Clause 28.
28.9 If:
(a) in compliance with his obligations pursuant to this Clause 28;
or
(b) otherwise as a result of the design or construction activities
of Relevant Authorities or Project Contractors in respect of
Project Works,
the Contractor is prevented from achieving any Stage or substantially
completing the Works or any Section by the relevant Key Date or incurs
Cost which the Contractor did not and had no reason to anticipate then,
if the Contractor claims additional time and/or payment therefor, the
Engineer shall give a decision pursuant to Clause 45 and/or 57, provided
that the Contractor has complied with his obligations pursuant to Clause
45 and/or Clause 58, as appropriate.
29. PUBLICITY AND DISCLOSURE
29.1 The Contractor shall not publish or otherwise circulate, alone or in
conjunction with any other person, any article, photograph or other
material relating to the Contract, any Dispute, the Site or the Project
or any part thereof, nor impart to the press or any radio or television
station any information relating thereto, nor allow any representative
of the media access to the Site except with consent. The Contractor
shall ensure that each of his subcontractors of any tier and each parent
company or shareholder of each entity comprising the Contractor is bound
by a like obligation and the Contractor shall enforce the same.
29.2 The Contractor may disclose relevant information to bankers or third
parties taking a charge or assignment, or having the bona fide intention
thereof, pursuant to Clause 4.2, provided that:
(a) he first obtains the Engineer's consent; and
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(b) he shall use his reasonable endeavours to procure that the
bankers and third parties shall keep the information
confidential.
29.3 The Employer and any third party referred to in Clause 4.3 may use any
information provided by the Contractor in accordance with the Contract,
but the Employer shall not, and the Employer shall use reasonable
endeavours to procure that any third party referred to in Clause 4.3
shall not, divulge that information except for any purpose connected
with the Project.
30. OFFERING GRATUITIES
30.1 If the Contractor shall be found to have offered or given any advantage,
excessive hospitality, gratuity, bonus, discount, bribe or loan of any
sort to any agent or employee of the Government, to the Employer or to
any member of the Employer's staff or to any other person acting on
behalf of the Government or the Employer in respect of or in connection
with the Project, the Contractor shall be liable for any loss or expense
incurred by the Employer and the provisions of Clause 74 shall apply.
The Contractor shall ensure that each of his subcontractors of any tier
is bound by a like obligation and the Contractor shall enforce the same.
31. ANTIQUITIES
31.1 All antiquities, fossils, coins, articles of value, or other things of
geological or archaeological or material interest discovered on the Site
("antiquities") shall, as between the Employer and the Contractor, be
the absolute property of the Employer.
31.2 Upon discovery of any antiquities during the execution of the Works, the
Contractor shall forthwith give notice thereof to the Engineer, and
shall thereafter use all reasonable endeavours to prevent their damage
and/or removal from the Site.
31.3 As soon as practicable after receipt of any notice from the Contractor
pursuant to Clause 31.2, the Engineer shall issue an instruction as to
the manner in which the antiquities the subject of such notice should be
disposed of or otherwise dealt with by the Contractor.
31.4 If as a result of an instruction pursuant to Clause 31.3, or as a result
of any failure or inability of the Engineer to issue, or delay in the
issue of an instruction pursuant to Clause 31.3, the Contractor is
prevented from achieving any Stage or substantially completing the Works
or any Section by the relevant Key Date or incurs Cost which the
Contractor did not and had no reason to anticipate, then, if the
Contractor Claims additional time and/or payment therefor, the Engineer
shall give a decision pursuant to Clause 45
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and/or Clauses 56 and/or 57, and, in respect of failure, inability or
delay as aforesaid, Clause 57, provided that the Contractor has complied
with his obligations pursuant to Clause 45 and/or Clause 58, as
appropriate.
INSURANCE
32. EMPLOYER'S INSURANCE
32.1 Without limiting the Employer's other obligations or the Contractor's
obligations, the Employer shall take out and maintain insurance for the
benefit of and in the joint names of the Employer, the Contractor and
his subcontractors of any tier in respect of:
(a) the Works, including, without limitation, all unfixed goods,
materials and other constituent parts forming or intended to
form part thereof and consumables delivered to the Site; and
(b) liability for the death of or injury to any person (other than
in the employment of the Contractor or any of his
subcontractors) or loss of or damage to property (other than the
Works and/or consumables) arising out of the execution of the
Works,
in the terms contained in the policy contained in Schedule 10, subject
to any amendment required by the insurers other than as a result of
default of the Employer.
32.2 The Contractor shall comply with the terms of the policy referred to in
Clause 32.1 and shall:
(a) notify insurers and the Employer forthwith if an event giving
rise to an insurance claim under such policy occurs;
(b) prepare and submit to insurers particulars of all claims and do
all things necessary to obtain proper settlement of all
insurance claims under such policy (including, without
limitation, those of its subcontractors of any tier) provided
that if in the opinion of the Employer, the Contractor fails to
pursue a claim with due diligence, the Employer shall have the
right, exercisable on 14 (fourteen) day's notice, to assume
control over the preparation, submission and settlement of any
claim, subject always to having due regard to the interests of
the Contractor; and
(c) comply with any procedures issued by the Employer to the
Contractor in respect of the preparation and/or submission of
any insurance claim in respect of such policy.
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32.3 All moneys payable under Section 1 of the policy referred to in Clause
32.1 (Contractor's All Risks Insurance) exceeding HK$20,000,000 (Hong
Kong Dollars twenty million) shall be, and the Contractor shall procure
that they shall be, paid to the Employer who shall release any part
thereof relating to claims of the Contractor to the Contractor within a
reasonable time having regard to the progress of rectification of the
loss or damage to which the claim relates.
32.4 If and to the extent that the Employer receives money from the insurers
in respect of any claim made by or on behalf of the Contractor or its
subcontractors of any tier, the Employer shall make payment to the
Contractor or the relevant subcontractor, without unreasonable delay, of
such moneys or the appropriate proportion thereof having regard to the
extent to which the relevant loss or damage to which such insurance
moneys relate has been rectified in accordance with Clause 21.4 or 21.6.
32.5 Any amounts not insured or not recovered under the policy referred to in
Clause 32.1 including, without limitation, the amount of any
deductibles, shall be borne by the Contractor or the Employer in
accordance with their respective responsibilities in accordance with
Clause 21.
32.6 All moneys payable under the policy referred to in Clause 32.1 shall be
paid in Hong Kong Dollars notwithstanding that the Tender Total may be
denominated in United States Dollars in the Pricing Document and that
other payments made to the Contractor pursuant to Clause 67 are made in
United States Dollars.
33. CONTRACTOR'S INSURANCE
33.1 Without limiting his other obligations or the obligations of the
Employer, the Contractor shall:
(a) in the joint names of the Employer, the Contractor and his
subcontractors of any tier, insure and keep insured the
Permanent Works, Temporary Works and Contractor's Equipment
manufactured for use in the execution of the Works for their
full replacement value during manufacture against all perils
usually and reasonably insurable provided that the Employer may
accept a policy of insurance notwithstanding it is not in the
joint names of the Employer and the Contractor, if the
Employer's interest is notified to and accepted in writing by
the insurer;
(b) in the joint names of the Employer, the Contractor and his
subcontractors of any tier, within 30 days from the Date for
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Commencement of the Works, which obligation shall not be
subcontracted by the Contactor pursuant to Clause 5, insure and
keep insured, the Permanent Works, the Temporary Works and
Contractor's Equipment during transit by land, sea or air from
commencement of loading at the place of manufacture in the
country of origin to the delivery to and unloading at the Site
or any off-Site place of storage, fabrication or assembly within
the Hong Kong Special Administrative Region and including whilst
at any intermediate place of storage, fabrication or assembly
outside the Hong Kong Special Administrative Region during the
period of such transit, for a sum not less than their full
replacement value plus 10 (ten) per cent of such value and the
costs of transit against all perils which are usually and
reasonably insurable, provided that the Employer may accept such
a policy of insurance placed by the Contractor (but not by any
subcontractor) notwithstanding that the Employer is not named as
a joint assured, if the Employer's interest is notified to and
accepted in writing by the Contractor's insurer;
(c) in the joint names of the Employer, the Contractor and his
subcontractors of any tier, insure and keep insured the
Contractor's Equipment (to the extent not insured by the
Employer under Section 1 of the policy referred to in Clause
32.1 (Contractor's All Risks Insurance)) for its full
replacement value, while on or off the Site or in transit,
against all perils usually and reasonably insurable provided
that the Employer may accept a policy of insurance
notwithstanding it is not in the joint names of the Employer and
the Contractor, if the Employer's interest is notified to and
accepted in writing by the insurer;
(d) insure and keep insured all marine vessels used in connection
with the Works for protection and indemnity liabilities
including personal injury, loss of life, removal of wreck,
collision, oil pollution and damage to fixed and floating
objects for not less than the levels set out in Schedule 11,
Part A and, without prejudice to Clause 24.1, comply with the
provisions of the Hong Kong Merchant Shipping (Compulsory Third
Party Risks Insurance) Regulations and the Merchant Shipping
(Pleasure Vessels) Regulations, provided that if any cover at
the level set out in Schedule 11 Part A ceases to be available
in the international insurance market (including P & I Clubs),
the Contractor shall notify the Engineer accordingly and shall
insure the relevant marine vessels at the maximum level of
insurance cover which is obtainable in the international
insurance market at rates which are, in the Engineer's opinion,
reasonable;
(e) take out and maintain at all material times and where
appropriate, policies of insurance, with adequate and reasonable
levels of cover, in
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respect of the use of any aircraft by him or by his
subcontractors of any tier in connection with the Works;
(f) take out and maintain in respect of his design obligations under
Clause 12, professional indemnity insurance for a limit of cover
of not less than the levels stated in Appendix 1 to the Form of
Tender for each occurrence or series of occurrences arising out
of one event for a period commencing on the date of the Letter
of Acceptance and expiring not before 6 (six) years from the
date of the issue of the Substantial Completion Certificate for
the Works provided that if the Contractor considers that such
cover is not available at reasonable rates, the Contractor shall
forthwith inform the Engineer and the level of cover or terms
for the purposes of this Clause 33.1(f) shall be the maximum
level or best terms which are obtainable in the international
insurance market at rates which are, in the Engineer's opinion,
reasonable; and
(g) take out and maintain on his own behalf and on behalf of his
subcontractors of any tier, insurance in respect of claims for
the death of or bodily injury to any person under a contract of
service or apprenticeship with the Contractor or any of his
subcontractors of any tier and arising out of and in the course
of the person's employment in respect of the Works in the terms
and with the insurers referred to in Schedule 11 Part B.
33.2 Insurance in accordance with Clause 33.1 (a) to (f) shall be effected
with insurers and on terms approved by the Employer and shall cover all
risks usually covered by such insurance and shall, to the extent of the
cover, indemnify the Employer in respect of loss, expense and liability
in connection with the Works.
33.3 Section 1 of the policy referred to in Clause 32.1 (Contractor's All
Risks Insurance) insures certain items of Contractor's Equipment on the
terms contained in such policy. The Employer may, notwithstanding Clause
33.1(c), at his discretion, elect to insure further items of
Contractor's Equipment on the terms contained in Section 1 of the policy
referred to in Clause 32.1 (Contractor's All Risks Insurance) at the
cost of the Employer, by identifying and notifying the Contractor of the
relevant items of Contractor's Equipment. If the Employer exercises this
option, the Contractor's obligation pursuant to Clause 33.1 (c) to
insure the items of Contractor's Equipment identified and notified by
the Employer shall cease with effect from 7 (seven) days after the date
of such notification.
33.4 The Contractor shall procure that all insurance referred to in or
required by Clause 33.1(d) and (e) and all insurance in respect of
vehicles and craft used in
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connection with the Works as required by any Enactment shall be endorsed
to note the interest of the Employer.
33.5 The Contractor sha1l, in respect of the insurance referred to in Clause
33.1(b), procure loading and unloading surveys in relation to each
shipment made of any part of the Permanent Works or Temporary Works, and
shall procure stowage and towage surveys in the event of the lighterage
of the same.
34. GENERAL INSURANCE OBLIGATIONS
34.1 If the Employer fails to comply with the terms of the policies of
insurance effected by him pursuant to Clause 32.1 and 33.3 or if the
Contractor fails to comply with the terms of any of the insurance
policies effected in connection with the Works, the party that is in
default shall indemnify the other party against all loss, expense and
liability arising from the failure.
34.2 If the Employer or the Contractor fails to effect and keep in force any
of the insurance policies referred to in Clauses 32 and 33 respectively,
the party that is not in default may effect and keep in force that
insurance and may recover from the party in default a sum equivalent to
the premium or premiums paid.
34.3 The Contractor shall be deemed to have satisfied himself and to have
caused his subcontractors of any tier to have satisfied themselves with
regard to the extent of the cover provided by the policy referred to in
Clause 32.1 and the terms referred to in Clause 33.1(g).
34.4 The Contractor shall promptly supply to insurers all documentation and
information which they may reasonably require to effect and maintain the
policies effected in connection with the Works. In the case of policies
effected by the Employer pursuant to Clauses 32.1 and 33.3, the
Contractor shall supply all documentation and information requested by
the Engineer for onward transmission to insurers by the Employer.
34.5 The Employer shall, whenever reasonably required, produce to the
Contractor confirmation from his insurers, or their duly authorised
agents, that the policies effected by him pursuant to Clauses 32.1 and
33.3 remain current together with evidence of payment of the last
premium due.
34.6 The Contractor shall, whenever instructed to do so by the Employer,
produce any relevant policy of insurance effected by him in connection
with the Works, together with a certificate from the insurers, or their
duly authorised agents, certifying that the insurance has been effected
and the last premium due has been paid.
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34.7 The Contractor shall not do anything or cause or permit any of his
subcontractors of any tier to do anything, whether on or off-Site, which
would or might render voidable any policy of insurance required by the
Contract.
LABOUR
35. LABOUR
35.1 Without prejudice to the generality of any other provision of the
Contract, the Contractor shall be responsible for providing such skilled
and unskilled labour as may be required for the execution of the Works.
35.2 As far as practicable, all skilled and unskilled labour shall be engaged
in Hong Kong and subject to and in accordance with general local usage.
35.3 The Contractor shall, in respect of labour located in Hong Kong and
engaged in the execution of the Works, pay rates of wages and observe
hours and conditions for labour which are not less favourable than the
level of wages, hours and conditions observed by other employers in Hong
Kong engaged in the engineering/construction industry and which are in
compliance with the Enactments.
QUALITY OF PERMANENT WORKS AND WORKMANSHIP, DEFECTS AND TESTS
36. QUALITY SYSTEM
36.1 The Contractor shall:
(a) establish, maintain and implement a quality system in accordance
with the Specification; and
(b) comply with the requirements of the quality system including,
without limitation, the submission for review by the Engineer of
fully detailed quality plans and other documents referred to in
the quality system.
37. PERMANENT WORKS AND WORKMANSHIP
37.1 All goods, materials and all consumables forming part of the Permanent
Works and the results of any workmanship shall:
(a) be of the respective character, standard or kind required by the
Contract;
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(b) subject as aforesaid, be of a standard consistent with the
requirements of the Contract; and
(c) where specified or selected by the Contractor, be fit for the
purpose expressed in or to be implied from the Contract; and
unless expressly provided to the contrary in the Contract, all goods,
materials and the constituent parts of the Permanent Works (save in
respect of any fill or naturally occurring material to be used in the
Permanent Works) and all consumables shall be new. Subject to the
foregoing requirements concerning the specification of goods, materials
and consumables, nothing within this clause or contained elsewhere in
the Contract shall deem any design obligation to be subject to a fitness
for purpose obligation.
38. ACCESS AND INSPECTION
38.1 The Contractor shall provide, and where relevant shall procure, access
to and reasonable facilities at all places (on or off the Site) where
the Works, or any part thereof, are being executed to enable the
Engineer and others authorised by him to watch and inspect the Works and
to exercise and perform the powers and duties of the Engineer.
39. COVERING AND UNCOVERING PARTS OF THE WORKS
39.1 The Contractor shall give notice to the Engineer, in sufficient time,
which shall in no case be less than 24 hours, to enable the Engineer to
carry out an inspection without delaying the progress of the Works,
before covering up any part of the Works or putting it out of view.
39.2 The Contractor shall uncover or make openings in any part of the Works
as may be instructed at any time during the progress of the Works and
shall reinstate the part in accordance with the Contract.
39.3 If, as a result of any instruction pursuant to Clause 39.2, the
Contractor is prevented from achieving any Stage or substantially
completing the Works or any Section by the relevant Key Date or incurs
Cost which the Contractor did not and had no reason to anticipate, then,
if the Contractor claims additional time and/or payment therefor, the
Engineer shall give a decision pursuant to Clause 45 and/or 57, provided
that the Contractor has complied with his obligations pursuant to Clause
45 and/or Clause 58, as appropriate, and provided further that this
Clause 39.3 shall not apply if part of the Works to which the
instruction related was found not to comply with the Contract or if the
instruction resulted from breach of Clause 39.1.
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40. REMOVAL OF UNSATISFACTORY PARTS OF THE WORKS
40.1 The Engineer may at any time give instructions to the Contractor to:
(a) remove from the Site, within such time or times specified in the
instruction, any part of the Works which, in the opinion of the
Engineer, does not comply with the Contract;
(b) replace such part of the Works with a part which does so comply
and to re-execute any part of the Works; and
(c) remove and replace (notwithstanding any previous test) any work
in respect of:
(i) materials or workmanship; or
(ii) design by the Contractor,
which does not, in the opinion of the Engineer, comply with the
Contract.
41. TESTING
41.1 (a) The Works shall be subjected from time to time during the
execution of the Works to such tests (including the provision of
samples and procuring and permitting third party inspections) as
are:
(i) specified in the Contract; or
(ii) instructed or reviewed without objection
at such places on or off the Site as are specified or instructed
or reviewed without objection.
(b) The Contractor shall propose to the Engineer any test which is
not specified in the Contract but which a competent contractor
experienced in operations of a similar nature and scope to the
Works would regard as appropriate or desirable to demonstrate
that the Works comply with the Contract including, without
limitation, after any instruction varying the Works has been
issued by the Engineer pursuant to Clause 54.1. Any proposal
shall be made at a reasonable time in advance of the proposed
test, shall specify by whom the test is to be carried out which
should, wherever reasonably possible, be the Contractor and if
the proposal receives consent the proposed test shall be carried
out in accordance with the provisions of this Clause 41.
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41.2 The Contractor shall carry out such tests, and provide such assistance,
facilities, labour, equipment and other things for all tests, as are
required of the Contractor in accordance with the Contract.
41.3 The Contractor shall comply with the testing procedures set out in the
Specification and shall submit to the Engineer for review all documents
required by those procedures or otherwise necessary in advance of
testing.
41.4 The Contractor shall submit to the Engineer for his information test
data as follows:
(a) at the beginning of each week, or at such other interval as the
Engineer may instruct, a written report summarising the outcome
of all tests undertaken during the preceding week or interval,
identifying the results, certificates and other data relating to
the tests which have been archived in accordance with Clause 59
and identifying, in the case of failed tests, the remedial
measures being taken and the provisions for re-testing; and
(b) without delay following the request, any other information
relating to tests requested by the Engineer.
41.5 If, in the Engineer's opinion, any of the tests is being unduly delayed
or is or has been improperly performed, he may by instruction fix a date
by which the Contractor shall make or facilitate the tests or properly
perform them. If the Contractor fails to make or facilitate the tests or
properly perform them by the date instructed, the Engineer may make the
tests or cause them to be made by others at the risk of the Contractor.
The Contractor shall be liable to the Employer for all loss and expense
incurred in relation thereto.
41.6 If, in the Engineer's opinion, the Works, or any part thereof, fails any
test, the Contractor shall submit such proposals and carry out or
facilitate such investigations and further or repeat tests as may be
instructed and the Contractor shall be liable to the Employer for all
loss and expense incurred in relation thereto including the costs of
re-testing the works of Project Contractors. The Contractor shall also
execute all necessary repairs, replacement and making good.
41.7 If, as a result of any test instructed pursuant to Clause 41.1(a)(ii),
the Contractor is prevented from achieving any Stage or substantially
completing the Works or any Section by the relevant Key Date or incurs
Cost which the Contractor did not and had no reason to anticipate, then,
if the Contractor claims additional time and/or payment therefor, the
Engineer shall give a decision pursuant to Clause 45 and/or Clause 56
and/or 57, provided that the
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Contractor has complied with his obligations pursuant to Clause 45
and/or Clause 58, as appropriate and provided further that this Clause
41.7 shall not apply:
(a) if the test indicates that any part of the Works was not in
accordance with the Contract; or
(b) to any repeat test carried out in accordance with the Contract.
COMMENCEMENT, COMPLETION AND DELAY
42. COMMENCEMENT
42.1 The Contractor shall commence the Works on the Date for Commencement of
the Works. The Contractor shall from the Date for Commencement of the
Works proceed with the execution of the Works with due diligence and
expedition. The Contractor shall not commence the execution of the Works
before the Date for Commencement of the Works.
43. RIGHTS OF ACCESS TO THE SITE
43.1 The Employer shall give to the Contractor, from time to time, access to
as much of the Site as may be required to enable the Contractor to
execute the Works in accordance with the Works Programme provided that
the Employer shall not be required to give access contrary to any
limitation identified in the Contract.
43.2 Unless the Contract expressly provides otherwise, the Contractor shall
not be entitled to uninterrupted access to or an exclusive right to
occupation of the Site or any part thereof.
43.3 The Contractor shall give notice to the Engineer of the access which the
Contractor requires to execute the Works. The Contractor shall give such
notice in sufficient time for the Employer to arrange for access to be
given without delaying the progress of the Works. The Employer shall not
in any event be obliged to give access in advance of dates for access
identified in the Works Programme.
43.4 If, as a result of any failure or inability to provide or delay in
providing access pursuant to Clause 43.1 following a notice in
accordance with Clause 43.3, the Contractor is prevented from achieving
any Stage or substantially completing the Works or any Section by the
relevant Key Date or incurs Cost which the Contractor did not and had no
reason to anticipate then, if the Contractor claims additional time
and/or payment therefor, the Engineer shall give a decision pursuant to
Clause 45 and/or 57, provided that the Contractor has
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complied with his obligations pursuant to Clause 45 and/or Clause 58, as
appropriate.
44. TIME FOR COMPLETION
44.1 The Contractor shall substantially complete the Works and any Section
and achieve any Stage by the respective Key Dates therefor.
45. EXTENSION OF TIME
45.1 The Contractor shall give notice to the Engineer as soon as the
Contractor can reasonably foresee any event occurring which is liable to
cause any delay to substantial completion of the Works or any Section or
to the achievement of any Stage. The notice shall in any event be given
within 28 (twenty-eight) days after commencement of the event, and shall
state the likelihood and probable extent of the delay and specify
whether the Contractor considers he is or may become entitled to an
extension of time in respect of the effects of the event. If so, the
Contractor shall cite the provision of Clause 45.3 which the Contractor
considers to be applicable identifying, in the case of Clause 45.3(a),
the relevant Clauses.
45.2 The Contractor shall use and continue to use all reasonable endeavours
to avoid or reduce the effects of the event on substantial completion of
the Works or any Section or the achievement of any Stage and shall as
soon as practicable but in any event within 28 (twenty-eight) days of
notification pursuant to Clause 45.1 submit by further notice to the
Engineer:
(a) full and detailed particulars of the cause, effect and actual
extent of the delay to substantial completion of the Works or
any Section or to the achievement of any Stage; or
(b) where an event has a continuing effect or where the Contractor
is unable to determine whether the effect of any event will
actually cause delay to substantial completion of the Works or
any Section or the achievement of any Stage, such that it is not
practicable for the Contractor to submit full and detailed
particulars pursuant to Clause 45.2(a), a statement to that
effect with reasons together with interim written particulars
(including details of the likely consequences of the event on
progress of the Works and an estimate of the likelihood or
likely extent of the delay); the Contractor shall thereafter
submit to the Engineer at intervals of not more than 28
(twenty-eight) days, further interim written particulars until
the actual delay caused (if any) is ascertainable, whereupon the
Contractor shall as soon as practicable but in any event within
28 (twenty-eight) days submit to the Engineer
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full and detailed particulars of the cause, effect and actual
extent of the delay; and, in any event:
(c) details of the documents that will be maintained to support the
claim in accordance with Clause 59; and
(d) details of the measures which the Contractor has adopted and/or
proposes to adopt to avoid or reduce the effects of the event
upon substantial completion of the Works or any Section or
achievement of any Stage.
45.3 If the event notified by the Contractor pursuant to Clause 45.1 is the
subject of a claim for extension of time by reason of:
(a) (i) the issue of an instruction, or the failure or inability
to issue or delay in issue of an instruction, pursuant
to Clause 2.9;
(ii) the reversal or variation of an instruction or decision
by the Engineer, or the Engineer's Representative,
pursuant to Clause 3.5;
(iii) ambiguities or discrepancies in or between the documents
comprising the Contract, pursuant to Clause 7.3;
(iv) the failure or inability to issue or delay in issue of
further or amended Drawings or Specification by the
Engineer which was the subject of a notice in accordance
with Clause 9.3, pursuant to Clause 9.4;
(v) the presence of unforeseeable physical conditions or
artificial obstructions and measures taken to overcome
them and/or instructions issued by the Engineer in
respect thereof, pursuant to Clause 15.6;
(vi) errors in setting out due to incorrect data, pursuant to
Clause 19.2;
(vii) an instruction for the rectification of loss or damage
due to Excepted Risks, pursuant to Clause 21.6;
(viii) delay in obtaining any occupation permit under the
Buildings Ordinance or any other Enactment, which is
caused by any person other than the Contractor and which
is the sole reason preventing the substantial completion
of the Works, pursuant to Clause 24.3;
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(ix) the activities of Relevant Authorities or Project
Contractors, pursuant to Clause 28.9;
(x) the issue of an instruction, or the failure or inability
to issue or delay in issue of an instruction in respect
of antiquities, pursuant to Clause 31.4;
(xi) the uncovering of acceptable work, pursuant to Clause
39.3;
(xii) ad hoc successful tests, pursuant to Clause 41.7;
(xiii) access constraints, pursuant to Clause 43.4;
(xiv) an instruction issued by the Engineer for the handing
over of the Works or any part thereof, pursuant to
Clause 50.4;
(xv) suspension of the Works, pursuant to Clause 51.2;
(xvi) the issue of a variation instruction, pursuant to Clause
54.8;
(xvii) the instruction of work included as a Provisional Sum,
pursuant to Clause 65.4;
(xviii) making good the destruction or damage to the Permanent
Works and/or the Temporary Works by reason of special
risks, pursuant to Clause 77.4(b); or
(b) any other cause of disturbance to the progress of the Works for
which the Employer or the Engineer is responsible whether
pursuant to or in breach of any provision of the Contract or
otherwise including, but not limited to, any act of prevention
or delay by the Employer or the Engineer,
then the Engineer shall assess and decide whether the Contractor may
fairly be entitled to an extension of any of the Key Dates.
45.4 Notwithstanding the powers of the Engineer pursuant to this Clause 45 to
assess and decide whether the Contractor is fairly entitled to an
extension of time, the Contractor shall not in any circumstance be
entitled to an extension of time if and to the extent that, in the
Engineer's opinion, the relevant delay is caused directly or indirectly
by breach of the Contract or other default of the Contractor, by the
Contractor's failure to make the proper time allowance which he is
deemed to have made pursuant to Clause 15.2, or by an event which is not
expressly described in Clause 45.3. Without prejudice to the
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generality of the foregoing, the Contractor shall not be entitled to an
extension of time if the cause of the delay is:
(a) non-availability or shortage of Contractor's Equipment,
Temporary Works, labour (whether or not imported), utility
services or any part of the Permanent Works;
(b) an increase in the quantity of any item of work except to the
extent that the increase is the consequence of a variation
instructed pursuant to Clauses 2 or 54;
(c) any instruction in relation to matters which are the
responsibility of the Contractor under the Contract in the
absence of the instruction;
(d) inclement weather conditions adversely affecting the progress of
the Works (including without limitation the hoisting of any
storm warning or strong wind signal);
(e) delay in issuing or failure to issue to the Contractor any
approval or consent in respect of the Works by any Relevant
Authority;
(f) delay in obtaining any occupation permit under the Buildings
Ordinance or any other Enactment referred to in Clause 24.2 (a)
(ii), which is caused by the Contractor; or
(g) defective design prepared by or on behalf of the Contractor,
whether contained in the Contractor's Drawings or otherwise.
45.5 If, pursuant to Clause 45.3, the Engineer considers that the Contractor
may fairly be entitled to an extension of any of the Key Dates, the
Engineer shall within 28 (twenty-eight) days, or such further time as
may be reasonable in the circumstances of:
(a) receipt of full and detailed particulars of the cause and actual
effect of any delaying factor; or
(b) where an event has a continuing effect or where the Engineer
anticipates a significant delay before the actual effect of an
event becomes ascertainable and the Engineer considers an
interim extension of time should be granted, receipt of such
particulars as in the Engineer's opinion are sufficient for him
to decide the interim extension of time,
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assess, decide, grant and notify the Contractor of the extension. The
Engineer in assessing and deciding any extension shall take into account
all the circumstances known to him at that time, including the effect of
any omission of work or substantial decrease in the quantity of work.
45.6 The Engineer may at any time following notification of an event pursuant
to Clause 45.1 assess, decide and notify the Contractor whether or not
the event constitutes a potential ground upon which an extension of time
may be granted pursuant to this Clause 45.
45.7 If the Engineer decides that the Contractor is not entitled to an
extension of time, the Engineer shall, as soon as reasonably
practicable, notify the Contractor accordingly.
45.8 (a) Without prejudice to the Engineer's powers pursuant to Clause
45.5(b), the Contractor shall not be entitled to an extension of
time by reason of any delay unless the delay actually affects
substantial completion of the Works or any Section or the
achievement of any Stage by the relevant Key Date;
(b) whether or not the Contractor fails to achieve any Milestone by
reason of any delay shall not of itself be material to the issue
of the Contractor's entitlement to an extension of time; and
(c) any extension to one Key Date shall not of itself entitle the
Contractor to an extension to any other Key Date.
45.9 The Engineer shall within 56 (fifty-six) days of the issue of the
Substantial Completion Certificate for the Works review and finally
decide and certify the overall extensions of time (if any) to which he
considers the Contractor is entitled in respect of the Works, any
Section or any Stage. The final review shall not result in a decrease in
any extension of time already granted by the Engineer pursuant to Clause
45.5 or in any period of suspension of liquidated damages for delay
assessed and decided pursuant to Clause 48.8(c).
45.10 Any extension of time granted by the Engineer to the Contractor shall,
except as provided elsewhere in the Contract, be deemed to be in full
compensation and satisfaction for any loss or injury sustained or
sustainable by the Contractor in respect of any matter or thing in
connection with which the extension shall have been granted and every
extension shall exonerate the Contractor from any claim or demand on the
part of the Employer for the delay during the period of the extension
but not for any delay prior to or continued beyond such period.
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45.11 It shall be a condition precedent to the Contractor being granted
extensions of time under this Clause 45 that he complies strictly with
the terms of Clauses 45.1 and 45.2.
46. RATE OF PROGRESS
46.1 If, in the opinion of the Engineer, the progress of the Works is too
slow to ensure the achievement of any Stage or the substantial
completion of the Works or any Section by the relevant Key Date and the
Contractor is not entitled to an extension of time pursuant to Clause
45, the Engineer may notify the Contractor and the Contractor shall
forthwith suggest and, subject to consent, take such steps as are
necessary to expedite progress.
46.2 If the Engineer considers that the Contractor's suggestions submitted in
accordance with Clause 46.1 will not ensure the achievement of any Stage
or the substantial completion of the Works or any Section by the
relevant Key Date then the Contractor shall take such other steps as the
Engineer may instruct. If any step taken by the Contractor involves the
Employer in additional costs, the costs shall be assessed and decided by
the Engineer and shall be recoverable by the Employer from the
Contractor.
47. RECOVERY OF DELAY AND ACCELERATION OF THE WORKS
47.1 In this Clause 47, the term "Recover Delay" shall mean extinguishing or
reducing a delay to the Works, or any part thereof, for which the
Contractor would otherwise be entitled to receive an extension of time
pursuant to Clause 45 and "Accelerate the Works" shall mean achieving
any Stage or substantially completing the Works or any Section, or any
parts thereof, earlier than the Key Date specified for such Stage, the
Works or the Section.
47.2 If, in the opinion of the Engineer, it might be possible for the
Contractor, by taking certain measures, to Recover Delay or Accelerate
the Works, the Engineer may notify the Contractor of the nature of such
measures and request the Contractor to submit proposals in respect
thereof.
47.3 Within 14 (fourteen) days of receipt by the Contractor of a notice and
request pursuant to Clause 47.2, the Contractor shall supply to the
Engineer his proposals for adopting measures to Recover Delay or
Accelerate the Works which shall include, but not necessarily be limited
to:
(a) a description of the measures which the Contractor proposes to
adopt;
(b) an estimate of any saving of time which could be made by the
adoption of the measures;
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(c) the proposed price for the measures; and
(d) any other terms proposed by the Contractor.
47.4 Within 14 (fourteen) days of receipt of any proposals supplied by the
Contractor pursuant to Clause 47.3, the Engineer may instruct the
Contractor.
(a) to provide such further information in connection with the
proposals as the Engineer may request; and
(b) if in his opinion, it is necessary, to submit revised proposals.
47.5 The Engineer may, but shall not be obliged so to do, instruct the
Contractor to take any measures agreed between the Engineer and the
Contractor to Recover Delay or Accelerate the Works.
47.6 The Engineer may, whether or not the procedure set out in Clauses 47.2
to 47.4 has been followed, instruct the Contractor to take such measures
which, in the opinion of the Engineer, it is feasible for the Contractor
to take to Recover Delay or Accelerate the Works and the Contractor
shall carry out the measures so instructed with due diligence.
47.7 Subject to the terms of any agreement between the Engineer and the
Contractor pursuant to this Clause 47, if by adopting measures
instructed to Recover Delay or Accelerate the Works, the Contractor does
not extinguish delays, despite exercising due diligence, for which he
would have been entitled to an extension of time in the absence of the
measures, the Contractor shall nevertheless be granted an extension of
time of the duration of the unextinguished delay.
47.8 The price to be paid for the measures instructed by the Engineer to
Recover Delay or Accelerate the Works, if the price is not agreed
between the Engineer and the Contractor, shall be assessed and decided
by the Engineer.
48. LIQUIDATED DAMAGES FOR DELAY
48.1 The obligations to achieve any Stage and to substantially complete the
Works and any Section by the relevant Key Dates are separate obligations
of the Contractor.
48.2 Appendix 1 to the Form of Tender attributes to each Key Date a sum which
represents or is less than the Employer's genuine pre-estimate (at a
daily rate) of the damages likely to be suffered by the Employer if the
Works are not, or any Section is not, substantially complete, or any
Stage is not achieved by the
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relevant Key Date. The sum shall constitute liquidated damages and not a
penalty.
48.3 The Contractor acknowledges that the liquidated damages have been
estimated by the Employer on the basis of damages likely to be suffered
as a result of failure to meet any relevant Key Date irrespective of and
independently from any damages which are likely to be suffered as a
result of failure to meet any other Key Date. Liquidated damages
attributed to separate Key Dates may, therefore, run concurrently.
48.4 If the Contractor does not achieve any Stage or substantially complete
the Works or any Section by the relevant Key Date the Contractor shall
pay or allow to the Employer liquidated damages calculated using the
rates referred to in Clause 48.2 (as reduced by any certificate issued
pursuant to Clause 48.5) until the date when the Works are or the
Section is substantially completed or the Stage is achieved.
48.5 In the event that:
(a) a Substantial Completion Certificate is issued in respect of any
part of the Works (such part not being a Section) before the
substantial completion of the Works; or
(b) a Substantial Completion Certificate is issued in respect of any
part of a Section before the substantial completion of the whole
of the Section; or
(c) a Stage Certificate is issued in respect of any part of a Stage
before the achievement of the whole of the Stage,
the rate of liquidated damages specified in Appendix 1 to the Form of
Tender in respect of the Works, the Section or Stage, as the case may be
(or any rate previously calculated in accordance with this Clause 48.5)
shall be reduced by the proportion which the value of the part completed
or achieved bears to the value of the Works, the Section or the Stage
(or the remainder thereof) as appropriate, as the same is assessed by
the Engineer. The Engineer shall issue a certificate to the Contractor
identifying the reduced rate of liquidated damages which shall be
payable by the Contractor in the event that the remainder of the Works
or the Section is not substantially completed or the remainder of the
Stage is not achieved, by the relevant Key Date.
48.6 The total amount of liquidated damages for delay in respect of the
Works, any Section and any Stage shall be limited in aggregate to the
sum identified as such limit in Appendix 1 to the Form of Tender.
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48.7 The Employer may:
(a) deduct and retain the amount of any liquidated damages becoming
due pursuant to this Clause 48 from any sum due or which becomes
due to the Contractor; or
(b) require the Contractor to pay such amount to the Employer
forthwith,
provided that if upon any subsequent review the Engineer:
(c) grants a relevant extension or further extension of time or
issues a suspension notice pursuant to Clause 48.8(c), the
Employer shall no longer be entitled to liquidated damages in
respect of the period of such extension or suspension; or
(d) issues a certificate pursuant to Clause 48.5 reducing the rate
of the liquidated damages, the Employer shall no longer be
entitled to liquidated damages at the previous rate for any
period after the date on which the reduced rate became
applicable,
any sum in respect of any of the said periods in excess of the
Employer's entitlement which may already have been recovered pursuant to
this Clause 48 shall be reimbursed forthwith to the Contractor together
with interest at the Contract Rate of Interest from the date on which
the sum was recovered from the Contractor.
48.8 Without prejudice to Clause 45, if an event as described in Clause 45.3
should occur after liquidated damages have become payable in respect of
the Works, any Section or any Stage:
(a) the Contractor shall as soon as reasonably practicable so notify
the Engineer and shall provide such particulars and details of
the type described in Clause 45.2 as may be requested;
(b) the Contractor shall use and continue to use his reasonable
endeavours to avoid or reduce delay to the Works, any Section or
any Stage;
(c) if, in the Engineer's opinion, the event has resulted in further
delay to the Works, any Section or any Stage, the Engineer shall
so notify the Contractor and the Employer's entitlement to
liquidated damages in respect of the Works, the Section or the
Stage shall be suspended for the period from commencement of the
further delay (the date of which shall be assessed by the
Engineer and stated in the said notice) until the further delay
has either come to an end or, as the case may be,
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should have come to an end had the Contractor used his
reasonable endeavours (the date of which shall be assessed by
the Engineer and stated in a notice to be issued to the
Contractor as soon as reasonably practicable thereafter);
(d) any such suspension shall not invalidate any entitlement to
liquidated damages before the period of further delay started to
run or after it ceases; and
(e) the Engineer may take the steps described in Clause 48.8(c)
notwithstanding the absence of any or any timely notification
from the Contractor pursuant to Clause 48.8(a).
48.9 The payment of any liquidated damages pursuant to this Clause 48 shall
not relieve the Contractor of any obligation or liability (including,
without limitation, to complete the Works) save in relation to the
payment of damages for delay in substantially completing the Works or
any Section or achieving any Stage.
SUBSTANTIAL COMPLETION, STAGE AND HANDING OVER CERTIFICATES
49. SUBSTANTIAL COMPLETION AND STAGE CERTIFICATES
49.1 When the Contractor considers that the Works have been substantially
completed, including, without limitation:
(a) the passing of the tests prescribed by the Contract (if any);
and
(b) the provision to the Engineer of the documents required by the
Contract to be provided prior to substantial completion,
he may give notice to that effect to the Engineer together with:
(i) a list of the items of work that, in the Contractor's opinion,
are outstanding; and
(ii) an undertaking to finish those items referred to in
sub-paragraph (i) above and all other outstanding works, during
the relevant Defects Liability Period,
in a form acceptable to the Engineer.
49.2 The Engineer shall within 21 (twenty one) days of the date of delivery
of the notice, list and undertaking in accordance with Clause 49.1,
either:
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(a) issue to the Contractor the Substantial Completion Certificate
stating the date on which in his opinion the Works were
substantially completed in accordance with the Contract; or
(b) issue instructions to the Contractor specifying the items of
work which in the Engineer's opinion need to be executed before
the Substantial Completion Certificate may be issued, in which
event the Contractor shall be entitled to receive the
Substantial Completion Certificate within 21 (twenty-one) days
of completion to the satisfaction of the Engineer of the items
of work specified by the instructions, provided that if at any
time after the instructions but before the issue of the
Substantial Completion Certificate, the Engineer discovers other
items of work which in his opinion need to be executed before
the issue of the Substantial Completion Certificate, he may
issue further instructions pursuant to this Clause 49.2(b).
49.3 Following the same procedure as that described in Clause 49.1 for the
Works, the Contractor may request, and the Engineer may issue, a
Substantial Completion Certificate for any Section, provided that the
references to tests and to documents in Clause 49.1 shall be deemed to
be references to any test prescribed by the Contract to be completed and
any document required by the Contract to be supplied, prior to
substantial completion of the Section.
49.4 Following the same procedure as that described in Clause 49.1 for the
Works, the Contractor may request, and the Engineer may issue, a Stage
Certificate, when any Stage has been achieved, provided that for any
Stage, the references to tests and to documents in Clause 49.1 shall be
deemed to be references to any test prescribed by the Contract to be
completed and any document required by the Contract to be supplied prior
to achievement of the Stage, and the undertaking to finish outstanding
items of work shall be to do so as soon as is practicable, but within no
more than 42 (forty-two) days from the date of issue of the Stage
Certificate.
49.5 If, in the Engineer's opinion, the Works have been or any Section or any
other part of the Works has been substantially completed he may issue a
Substantial Completion Certificate in respect of the Works, the Section
or the other part of the Works and upon the issue of the certificate,
the Contractor shall be deemed to have undertaken to complete all
outstanding items of work during the relevant Defects Liability Period
by dates to be instructed.
49.6 If, in the Engineer's opinion, any Stage or any part of any Stage has
been achieved or achieved subject to certain outstanding items
(including, without limitation, tests) he may issue a Stage Certificate
in respect of the Stage or the part of the Stage and upon the issue of
the certificate, the Contractor shall be
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deemed to have undertaken to complete all outstanding items of work by
dates to be instructed.
49.7 Achievement of any Stage shall not of itself constitute completion or
substantial completion of any Section or any other part of the Works for
the purposes of Clauses 49.3 and 49.5.
50. HANDING OVER CERTIFICATES
50.1 In the event that the Employer wishes to use the Works, or any part
thereof or any Section, prior to the issue of the Substantial Completion
Certificate for the Works or the issue of a Substantial Completion
Certificate for any part or any Section, the Engineer may instruct the
Contractor to allow the Employer to make use of the Works or the part or
Section referred to in the instruction and to take such steps as may be
necessary to allow such use and the Contractor shall take such steps and
allow the Employer to have the use of the Works or such part or Section
provided always that the execution of works by Relevant Authorities or
Project Contractors, or the provision of access thereto over the Site or
the Works, or any part thereof, shall not amount to use of the Works or
any part thereof by the Employer for the purposes of this provision.
50.2 At the time that the Employer's use commences pursuant to Clause 50.1,
the Engineer shall issue a Handing Over Certificate to the Contractor
and the Employer which shall contain details of the part of the Works to
be used by the Employer and the works which, in the opinion of the
Engineer, are required to be executed by the Contractor before the
Engineer will be able to issue the Substantial Completion Certificate in
respect of the Works, or the Section, or if appropriate, the part of the
Works. The Employer and the Contractor shall notify the Engineer within
7 (seven) days of receipt of any Handing Over Certificate if they
disagree with any details contained therein.
50.3 Without prejudice to any other provision of the Contract including,
without limitation, the Contractor's obligations pursuant to Clauses
21.2, 44.1 and 52, the Employer shall assume responsibility for the care
of the Works or any part or Section in respect of which a Handing Over
Certificate is issued by the Engineer in accordance with Clause 50.2, 28
(twenty eight) days after the date of issue of any such certificate.
50.4 If, in compliance with any instruction issued pursuant to Clause 50.1,
the Contractor is prevented from achieving any Stage, or substantially
completing the Works or any Section by the relevant Key Date or incurs
Cost which the Contractor did not and had no reason to anticipate then,
if the Contractor claims additional time and/or payment therefor, the
Engineer shall give a decision pursuant to Clause 45 and/or 57, provided
that the Contractor has
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complied with his obligations pursuant to Clause 45 and/or Clause 58, as
appropriate.
SUSPENSION
51. SUSPENSION
51.1 The Contractor shall, on the Engineer's instruction, suspend the
execution of the Works, any Section or any other part of the Works for
such time or times and in such manner as the Engineer may consider
necessary. During the suspension, the Contractor shall properly protect
and secure the Works or the Section or other part of the Works which is
subject to that instruction.
51.2 If, as a result of compliance with an instruction pursuant to Clause
51.1, the Contractor is prevented from achieving any Stage or
substantially completing the Works or any Section by the relevant Key
Date or incurs Cost which the Contractor did not and had no reason to
anticipate then, if the Contractor claims additional time and/or payment
therefor, the Engineer shall, except to the extent that the suspension
is:
(a) instructed pursuant to Clause 51.3;
(b) necessary by reason of weather conditions affecting the safety
or quality of the Works; or
(c) necessary for the proper execution or for the safety of the
Works,
give a decision pursuant to Clause 45 and/or 57, provided that the
Contractor has complied with his obligations pursuant to Clause 45
and/or Clause 58, as appropriate.
51.3 The Engineer may issue instructions to suspend the Works, any Section or
any other part of the Works if, in the Engineer's opinion, the
Contractor is in breach of any of his obligations.
51.4 If, when an instruction has been given pursuant to Clause 51.1, there
has not been an instruction to resume work within a period of 3 (three)
months from the date of the instruction to suspend work, then the
Contractor may, unless the suspension is otherwise provided for in the
Contract or continues to be necessary by reason of some breach of the
Contract or other default on the part of the Contractor, serve a notice
on the Engineer requesting him, within 28 (twenty-eight) days from the
receipt of the notice, to issue an instruction to resume work. If within
the said 28 (twenty-eight) days the Engineer does not issue the
instruction or give notice that, in his opinion, the suspension
continues to be necessary by reason of some breach or default as
aforesaid,
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the Contractor, by a further notice, may elect to treat the suspension,
where it affects part only of the Works, as an omission of the part
pursuant to Clause 54 or, where it affects the Works, as a termination
of the Contract by the Employer which shall be deemed to have occurred
pursuant to the proviso to Clause 77.1 and in such event, Clauses 77.2
to 77.4 shall apply.
OUTSTANDING WORK AND DEFECTS
52. OUTSTANDING WORK
52.1 The Contractor shall execute any outstanding work relating to the Works,
any Section or any other part of the Works, as the case may be, and
shall deliver up to the Employer the Works, any Section or any other
part of the Works to which the work outstanding relates, in the
condition required by the Contract (fair wear and tear excepted) as soon
as practicable after the issuance of the relevant Substantial Completion
Certificate in respect thereof and in any event prior to the expiry of
the relevant Defects Liability Period.
52.2 If the outstanding work is of such a character as may affect the
validity of the results of any of the tests required by the Contract,
the Engineer may within 1 (one) month of the completion of outstanding
work instruct the Contractor to repeat such tests in which case the
tests shall be carried out as provided in Clause 41.
52.3 Where the execution of any outstanding work by the Contractor could
interfere with work by Project Contractors, with the use of the Project
or the Works or any part thereof, or any Section by the Employer, the
Contractor shall execute the outstanding work in the manner and at or by
the times instructed by the Engineer so as to avoid or, if it cannot be
avoided, minimise interference.
53. WORK OF REPAIR AND ADDITIONAL WORK DURING THE DEFECTS LIABILITY PERIOD
AND INVESTIGATING DEFECTS
53.1 The Contractor shall as soon as practicable after the expiry of the
relevant Defects Liability Period, deliver up the Works, any Section or
any part of the Works to the Employer in the condition required by the
Contract (fair wear and tear excepted). The Contractor shall, in
accordance with any instruction issued during any Defects Liability
Period or within 14 (fourteen) days after its expiration:
(a) execute maintenance work including any work of redesign,
replacement, repair, rectification and making good any defect,
imperfection settlement or other fault (whether intermittent or
otherwise) identified during the Defects Liability Period. The
work
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shall be executed within such period as instructed, or in the
absence of such instruction, as soon as is practicable; and
(b) execute any other work in connection with the Permanent Works,
not referred to in the Drawings and/or the Specification,
including the supply of goods and materials which, in the
Engineer's opinion, it is reasonable for the Contractor to so
supply.
53.2 At any time prior to the issuance of the Defects Liability Certificate,
the Contractor shall, if instructed by the Engineer, investigate the
cause of any defect, imperfection or fault under the directions of the
Engineer.
53.3 If, in the Engineer's opinion, the defect, imperfection or fault
investigated pursuant to Clause 53.2 or the work executed pursuant to
Clause 53.1(a) is not the result of any breach of the Contract or other
default on the part of the Contractor then, if the Contractor claims
additional payment therefor, the Engineer shall give a decision pursuant
to Clause 57.
53.4 In relation to any work executed pursuant to Clause 53.1(b), the
Engineer shall give a decision pursuant to Clause 57, which,
notwithstanding the definition of Cost contained in Clause 1.1, shall
include a reasonable allowance for profit by the Contractor.
53.5 Where any work is carried out pursuant to Clause 53.1(a) and is not work
to which Clause 53.3 applies, then the terms of this Clause 53 shall
apply to the work for the extended Defects Liability Period and
similarly to outstanding work executed pursuant to Clause 52.1.
53.6 If the work carried out by the Contractor in accordance with Clause
53.1(a) is such that it may affect the validity of any of the tests
required by the Contract, the Engineer may instruct, within 28
(twenty-eight) days after completion of the work, that the tests be
repeated to the extent necessary. The tests shall be carried out in
accordance with Clause 41 and the maintenance work shall not be
considered as completed until satisfactory completion of the repeat
tests.
53.7 Within 14 (fourteen) days of completion of the maintenance work in
accordance with Clause 53.1 (a), the Contractor shall, where applicable,
submit to the Engineer for review appropriate revisions to the documents
referred to in Clause 49.1.
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VARIATIONS AND OPTIONS
54. VARIATIONS
54.1 The Engineer may instruct any variation to the Works that is in his
opinion desirable in connection with the Works or the Project. The
variation may include, but shall not be limited to:
(a) additions, omissions, substitutions, alterations, changes in
quality, form, character, kind, position, dimension, level or
line;
(b) changes to any sequence, method or timing of construction
specified in the Contract other than changes in programming
requirements necessary for the Contractor to comply with his
obligations apart from this Clause 54.1(b); and
(c) changes to access to the Site.
54.2 The Contractor may propose any variation to the Engineer which he
considers may have financial, timing, quality or interface/co-ordination
benefits for the Employer. The proposal shall, in detail, describe the
proposed variation and identify the benefits to be obtained and all
other financial, timing, quality or interface/co-ordination effects of
the proposed variation upon the Works. If the Engineer accepts the
proposal (which he shall be under no obligation to do) he shall instruct
the variation pursuant to this Clause 54.2 within 14 (fourteen) days of
receipt of the proposal.
54.3 The Engineer may give details to the Contractor of any proposed
variation which he is considering and request the Contractor to submit
an estimate providing details of the financial, timing, quality and
interface/co-ordination effects of the proposed variation upon the
Works. The Contractor shall submit the estimate, which shall be based on
the rates and prices contained in the Pricing Document, within 14
(fourteen) days of receipt of the request and if the Engineer accepts
the estimate (which he shall be under no obligation to do) he shall so
notify the Contractor and instruct the variation pursuant to this Clause
54.3 within 14 (fourteen) days of receipt of the estimate. If the
Engineer does not accept the estimate he may nevertheless instruct the
variation at any time thereafter pursuant to Clause 54.1.
54.4 The Contractor shall, in respect of any variation ordered pursuant to
Clause 54.1, amend any Contractor's Drawings affected by such variation
and shall submit such amendments to the Engineer for review.
54.5 No variation shall be made by the Contractor without an instruction by
the Engineer.
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54.6 No variation instructed pursuant to this Clause 54 shall in any way
vitiate or invalidate the Contract, which shall continue to apply to the
Works as varied, but the value (if any) of all variations shall be taken
into account by the Engineer in assessing and deciding revisions to the
Cost Centre Values in accordance with Clause 56 or in valuing the
variation as dayworks pursuant to Clause 55.
54.7 The Employer may procure that work omitted as a variation to the Works
by instruction pursuant to Clause 54.1, be executed by another
contractor provided always that:
(a) upon such omitted work being let to another contractor, the
Engineer shall assess and decide a fair amount in respect of the
profit reasonably anticipated by the Contractor in respect of
such omitted work as at the time of issue of the relevant
instruction and shall make such revision to the relevant Cost
Centre Value, as may be appropriate, pursuant to Clause 56
and/or to the then current total of the Cost Centre Values and
other amounts previously decided to be due; and
(b) if the effect of the omission of such work would be to reduce an
extension of time to which the Contractor would otherwise have
been entitled had no such variation been instructed, the
Engineer shall take the effect of the omission into account and,
subject to the provisions of Clause 45, grant such extension of
time (if any) so as to put the Contractor in no better and no
worse position than if the said variation had not been
instructed.
54.8 If, in compliance with an instruction pursuant to Clause 54.1, the
Contractor is prevented from achieving any Stage or substantially
completing the Works or any Section by the relevant Key Date or becomes
entitled to an extension of time pursuant to Clause 54.7(b) or incurs
Cost which the Contractor did not and had no reason to anticipate and is
not recoverable pursuant to Clauses 55 or 56 then, if the Contractor
claims additional time and/or payment therefor, the Engineer shall give
a decision pursuant to Clause 45 and/or 57, provided that the Contractor
has complied with his obligations pursuant to Clause 45 and/or Clause
58, as appropriate.
55. DAYWORK
55.1 The Engineer may instruct that any work to be executed as a result of an
instruction given pursuant to Clauses 54.1 or 65.1(b) shall be executed
on a daywork basis under the conditions and valued at the rates set out
in the Pricing Document. Unless the work instructed is required to
commence
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immediately, the Contractor shall give the Engineer notice before
starting the work.
55.2 The Contractor shall furnish to the Engineer such receipts or other
vouchers as may be necessary to prove the amounts paid by the Contractor
in executing the work and before ordering work shall submit to the
Engineer quotations for the same for review.
55.3 In respect of all work executed on a daywork basis the Contractor shall,
during the continuance of such work, deliver each day to the Engineer a
list of the names and occupations of and time worked by all workmen
employed on such work and a statement showing the descriptions and
quantities of all work executed the previous day. One copy of each list
and statement shall, if correct or when agreed, be signed by or on
behalf of the Engineer and returned to the Contractor.
55.4 At the end of each month, the Contractor shall deliver to the Engineer a
detailed priced statement of the work executed (separately identifying
labour and things supplied) and the Contractor shall not be entitled to
any payment unless the lists and statements required in accordance with
this Clause 55 have been fully and punctually rendered. Provided always
that if the Engineer shall consider that for any reason the sending of
such list or statement by the Contractor in accordance with the
foregoing provisions was impracticable, he shall nevertheless be
entitled to authorise payment for such work either under the conditions
set out in the Pricing Document (on being satisfied as to the details of
the work executed) or at such value therefor as he shall consider fair
and reasonable.
55A. OPTIONS
55A.1 The Engineer may, at any time within the relevant period from the Date
for Commencement of the Works referred to in the Specification, exercise
any Option by instructing the Contractor to execute the work comprised
therein, as such work is described in the Specification.
55A.2 If the Engineer exercises any Option in accordance with Clause 55A.1,
the Contractor shall carry out the work comprised therein subject to and
in accordance with the Contract as if it had at all times formed part of
the Works and any provision of the Contract which is stated as being
conditional upon the exercise of the Option shall apply.
55A.3 The Contractor shall not be entitled to receive any extension of time
for completion of the Works or any Section thereof or for the
achievement of any Stage pursuant to Clause 45 by reason of the exercise
of any Option by the Engineer, or the exercise of all Options, in
accordance with Clause 55A.1
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or to receive any further or additional payment, whether pursuant to
Clause 56 or 57, beyond the payment referred to in the Pricing Document
in respect of such Option or Options.
55A.4 If the Engineer does not exercise any Option pursuant to Clause 55A.1,
such Option shall not form part of the Works and the Contractor shall
not be entitled to any payment for or in connection with such Option.
VALUATION
56. VALUATION
56.1 Subject to Clause 58, the Engineer shall assess and decide the sum
which, in his opinion, is due to the Contractor as a result of:
(a) an instruction pursuant to Clauses 54.1 or 65.1(a); or
(b) matters claimed by reason of the following, insofar as, in the
Engineer's opinion, some or all of the claim relates to work
equivalent to a variation as described in Clause 54.1:
(i) the issue of an instruction, or the failure or inability
to issue or delay in issue of an instruction, pursuant
to Clause 2.9;
(ii) ambiguities or discrepancies in or between the documents
comprising the Contract, pursuant to Clause 7.3;
(iii) the presence of unforeseeable physical conditions or
artificial obstructions and measures taken to overcome
them and/or instructions issued by the Engineer in
respect thereof, pursuant to Clause 15.6;
(iv) errors in setting out due to incorrect data, pursuant to
Clause 19.2;
(v) an instruction for rectification of loss or damage due
to Excepted Risks, pursuant to Clause 21.6;
(vi) the issue of an instruction, or the failure or inability
to issue or delay in issue of an instruction in respect
of antiquities, pursuant to Clause 31.4;
(vii) ad hoc successful tests, pursuant to Clause 41.7; or
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(viii) making good the destruction or damage to the Permanent
Works and/or the Temporary Works by reason of special
risks, pursuant to Clause 77.4(b).
56.2 The Engineer's assessment and decision pursuant to Clause 56.1 shall be
made as follows:
(a) where work added or omitted is, in the Engineer's opinion, of
similar character and executed under similar conditions to work
for which there is a rate or price in the Pricing Document, it
shall be valued at that rate or price; or
(b) where work added or omitted is, in the Engineer's opinion, not
of a similar character or is not executed under similar
conditions, it shall be valued at a rate or price based on any
of the rates or prices contained in the Pricing Document so far
as may be reasonable, failing which a fair valuation shall be
made; and
(c) if the nature or extent of the work added or omitted relative to
the nature or extent of the Works or any part thereof shall be
such that, in the Engineer's opinion, any rate or price
contained in the Pricing Document for any other work is by
reason of such variation rendered unreasonable or inapplicable,
then a new rate or price shall be agreed between the Engineer
and Contractor for that work, using the rates and prices
contained in the Pricing Document as the basis for decision; or
(d) if the Engineer and the Contractor fail to reach agreement on
any rate or price pursuant to Clause 56.2(c), the Engineer shall
assess and decide a rate or price and shall notify the
Contractor accordingly,
and following such a decision the Engineer shall make, pursuant to
Clause 66, revisions (if any and if appropriate) to the relevant Cost
Centre Value and/or the Schedule of Milestones and/or the Interim
Payment Schedule and shall notify the Contractor accordingly.
56.3 Insofar as, in the Engineer's opinion, any balance of the Contractor's
claim pursuant to the provisions referred to in Clause 56.1(a) or (b)
relates to disturbance to the progress of the Works or any part thereof,
he shall assess and decide the balance pursuant to Clause 57.
56.4 In respect of any instruction pursuant to Clauses 54.2, 54.3 or 65.2,
the amount due to the Contractor shall be the amount accepted by the
Engineer pursuant to those clauses and the Engineer shall make, pursuant
to Clause 66, revisions (if any and if appropriate) to the relevant Cost
Centre Value and/or
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the Schedule of Milestones and/or the Interim Payment Schedule and shall
notify the Contractor accordingly.
56.5 The Contractor shall not be entitled to any payment pursuant to this
Clause 56 to the extent, in the Engineer's opinion, connected with:
(a) any breach of the Contract or other default on the part of the
Contractor;
(b) any instruction in relation to matters which, in the Engineer's
opinion, are the responsibility of the Contractor in the absence
of the instruction; or
(c) failure by the Contractor to make the proper allowance in the
Tender Total and the rates and prices in the Pricing Document
which he is deemed to have made pursuant to Clause 15.2.
56.6 The Contractor shall supply all information and documents requested by
the Engineer to facilitate the performance of the Engineer's duties
under this Clause 56 including, without limitation, details or further
details of:
(a) the rates and prices in the Pricing Document; and/or
(b) amounts claimed by relevant subcontractors
and the details or further details shall include a make-up of the
relevant rate, price or amount to identify allowance for labour,
Permanent Works, Contractor's Equipment, Temporary Works and other types
of expenditure and any ▇▇▇▇-up for inflation, overheads and profit (if
any).
57. COST AND DISTURBANCE TO THE PROGRESS OF THE WORKS
57.1 If, in the Engineer's opinion, the Contractor has incurred or is likely
to incur Cost for which the Contractor would not be reimbursed by a
payment made pursuant to any other provision in the Contract and a claim
is made by reason of:
(i) the issue of instruction, or the failure or inability to issue
or delay in issue of an instruction, pursuant to Clause 2.9;
(ii) the reversal or variation of an instruction or decision by the
Engineer, or the Engineer's Representative, pursuant to Clause
3.5;
(iii) ambiguities or discrepancies in or between the documents
comprising the Contract, pursuant to Clause 7.3;
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(iv) the failure or inability to issue or delay in issue of further
or amended Drawings or Specification by the Engineer which was
the subject of a notice in accordance with Clause 9.3, pursuant
to Clause 9.4;
(v) the presence of unforeseeable physical conditions or artificial
obstructions and measures taken to overcome them and/or
instructions issued by the Engineer in respect thereof, pursuant
to Clause 15.6;
(vi) errors in setting out due to incorrect data, pursuant to Clause
19.2;
(vii) an instruction for the rectification of loss or damage due to
Excepted Risks, pursuant to Clause 21.6;
(viii) delay in obtaining any occupation permit under the Buildings
Ordinance or any other Enactment, which is caused by any person
other than the Contractor and which is the sole reason
preventing the substantial completion of the Works, pursuant to
Clause 24.3;
(ix) the activities of Relevant Authorities or Project Contractors,
pursuant to Clause 28.9;
(x) the issue of an instruction, or the failure or inability to
issue or delay in issue of an instruction in respect of
antiquities, pursuant to Clause 31.4;
(xi) the uncovering of acceptable work, pursuant to Clause 39.3;
(xii) ad hoc successful tests, pursuant to Clause 41.7;
(xiii) access constraints, pursuant to Clause 43.4;
(xiv) an instruction issued by the Engineer for the handing over of
the Works, or any part thereof, pursuant to Clause 50.4;
(xv) suspension of the Works, pursuant to Clause 51.2;
(xvi) the investigation of any defect, imperfection or fault or the
execution of maintenance work not the result of any breach or
default by the Contractor in accordance with Clause 53.1(a),
pursuant to Clause 53.3;
(xvii) the execution of work not included in the Drawings and/or the
Specification in accordance with Clause 53.1(b), pursuant to
Clause 53.4;
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(xviii) the issue of a variation instruction, pursuant to Clause 54.8;
(xix) the instruction of work included as a Provisional Sum, pursuant
to Clause 65.4; or
(xx) making good the destruction or damage to the Permanent Works
and/or the Temporary Works by reason of special risks, pursuant
to Clause 77.4(b),
then, subject to Clause 58, the Engineer shall as soon as reasonably
practicable assess the sum in respect of the Cost incurred and give a
decision of the sum to the Contractor.
57.2 The Contractor shall not be entitled to any payment pursuant to this
Clause 57 due, in the Engineer's opinion, to:
(a) any breach of the Contract or other default on the part of the
Contractor;
(b) any instruction in relation to matters which, in the Engineer's
opinion, are the responsibility of the Contractor in the absence
of such instruction; or
(c) failure by the Contractor to make the proper allowance in the
Tender Total and the rates and prices in the Pricing Document
which he is deemed to have made pursuant to Clause 15.2.
58. NOTICE OF CLAIMS FOR ADDITIONAL PAYMENT
58.1 (a) Notwithstanding any other provision of the Contract, but subject
to Clause 58.1(b), if the Contractor at any time intends to
claim payment additional to the then current total of the Cost
Centre Values and other amounts previously decided to be due, or
damages under or for breach of or otherwise in connection with
the Contract he shall give notice to the Engineer of his
intention within 21 (twenty-one) days after the event giving
rise to the claim became, or ought reasonably to have become,
apparent to the Contractor.
(b) The Contractor shall be entitled to payment following the
issuance of instructions pursuant to Clauses 47.6, 54.1 and 65.1
in which it is expressly stated that they will be subject to
valuation in accordance with the Engineer's decisions as to the
value thereof pursuant to Clauses 47.8, 56.1 or 65.1, as the
case may be, without being required to give notice in accordance
with Clause 58.1(a), but if the Contractor seeks payment in
excess of the value so decided or any other payment
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in respect of the said instructions or in respect of
instructions in which it is not expressly stated that they will
be subject to valuation, notice in accordance with Clause
58.1(a) shall be required. In addition, no notice shall be
required in respect of any price to be assessed by the Engineer
pursuant to Clause 47.8 or any amount accepted by the Engineer
pursuant to Clauses 54.2, 54.3 or 65.2.
58.2 Within 28 (twenty-eight) days, or such other reasonable time as may be
permitted by the Engineer, after the date of a Contractor's notice
pursuant to Clause 58.1, the Contractor shall send to the Engineer
detailed particulars of the amount claimed and the grounds and/or
contractual provisions upon which the claim is based, together with the
documents which support the claim. Where the event giving rise to the
claim has a continuing effect, the account shall be considered an
interim account and the Contractor shall, at such intervals as the
Engineer may reasonably instruct, send further interim accounts giving
the current amount of the claim and specifying any further ground or
evidence in support of the claim. The Engineer may, if in his opinion he
has sufficient information for the purpose, give an interim decision.
The Contractor shall, within 28 (twenty-eight) days of the continuing
effect coming to an end, submit final particulars.
58.3 Unless otherwise expressly provided in the Contract, the Contractor
shall not be entitled to any decision or to any revision of Cost Centre
Values or to any payment, damages or other relief in respect of the
event giving rise to his claim unless he shall have first complied with
the terms of this Clause 58 and in default of compliance, the Contractor
shall not be entitled to receive any such payment, damages or other
relief, to which he might have become entitled either under the Contract
or as a result of any breach of the Contract by the Employer, and the
Contractor shall be deemed to have waived all his rights and
entitlements in respect thereof.
59. MAINTENANCE OF RECORDS
59.1 The Contractor shall establish at the Site, and may establish at other
places which have been reviewed without objection, records offices
containing an archive of all documents in connection with and arising
out of the Contract and a complete record of all transactions (with
copies of all relevant documents) entered into by the Contractor in
connection with the Contract. Such offices and the archive shall, in
accordance with the Specification, be established and maintained by the
Contractor subject to any take-over of the archive by the Employer in
accordance with the Contract.
59.2 If the Contractor serves a notice pursuant to Clauses 45.1 or 58.1 or if
an event occurs in respect of which the Contractor may subsequently make
a financial claim, the Contractor shall keep such contemporary records
as may
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reasonably be necessary to support any claim he may subsequently wish to
make.
59.3 Without admitting the Employer's liability, the Engineer may instruct
the Contractor to keep such further contemporary records as he
reasonably considers desirable or material to any claim of which notice
pursuant to Clauses 45.1 or 58.1 has been given.
59.4 To the extent that the records of the Contractor are to be created
and/or maintained on a computer or other electronic storage device, the
Contractor shall submit to the Engineer for review a procedure for
back-up and storage at other locations of copies of the records and
shall adhere, and shall cause his subcontractors of any tier to adhere,
to the agreed procedures and to demonstrate compliance with the agreed
procedure as and when requested by the Engineer.
59.5 The Contractor shall, at all reasonable times, either before or after
the issue of the Final Certificate, allow the Engineer and any
representative of the Employer, access to the records offices and the
archive established by the Contractor pursuant to Clause 59.1 and
procure such access to the records offices of any sub contractor
(including, without limitation, any consultant engaged by the
Contractor), to inspect and take copies of, at the cost of the Employer,
any document relating to the Works or the Project including, without
limitation, any documents relating to the breakdown, calculation or
analysis of the Tender.
59.6 Without prejudice to any other provision of the Contract, including,
without limitation, Clause 5, the Contractor shall ensure that any sub
contract entered into by the Contractor shall contain such provisions
which enable the Contractor to comply with the provisions of this Clause
59.
PROPERTY IN THE PERMANENT WORKS, TEMPORARY WORKS AND CONTRACTOR'S
EQUIPMENT
60. VESTING OF CONTRACTOR'S EQUIPMENT AND TEMPORARY WORKS
60.1 Contractor's Equipment (excluding, for the purposes of this Clause 60.1
only, marine vessels), Temporary Works and consumables which are owned
by the Contractor shall, on delivery to the Site become the property of
the Employer.
60.2 Contractor's Equipment, Temporary Works and consumables shall not be
removed from the Site or taken out of use for the Works without prior
consent.
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60.3 Upon the substantial completion of the Works or the taking out of use or
removal as aforesaid or pursuant to Clause 77.2, the Contractor's
Equipment, Temporary Works and surplus consumables which have vested in
the Employer shall re-vest in the Contractor.
61. VESTING OF PERMANENT WORKS
61.1 Any part of the Permanent Works:
(a) which is delivered to the Site shall:
(i) become the property of the Employer (unless property in
the part has already passed to the Employer pursuant to
Clause 61.1(b)); and
(ii) not be removed from the Site without prior consent;
(b) which is manufactured or obtained off-Site shall become the
property of the Employer upon property in the part vesting in
the Contractor or otherwise passing unconditionally to the
Contractor or his agent or nominee and the Contractor shall, and
shall procure that any of his subcontractors supplying any part
of the Permanent Works to the Contractor shall:
(i) upon property in the part vesting in the Contractor,
provide to the Engineer such documentary or other
evidence thereof as may be appropriate or as the
Engineer may request;
(ii) upon the part being substantially ready for delivery to
the Site, suitably ▇▇▇▇ or otherwise plainly identify it
so as to show that its destination is the Site, that it
is the property of the Employer and (where it is not
stored at the premises of the Contractor) to whose order
it is held, and set aside and store the part so marked
or identified to the satisfaction of the Engineer;
(iii) send to the Engineer a schedule listing and giving the
value of every part so marked, identified, set aside and
stored and inviting him to inspect them; and
(iv) if so instructed by the Engineer, provide to the
Engineer an opinion in writing by an established and
qualified lawyer in the country where the part is
situated that the actions taken by the Contractor are
sufficient to show an intention to vest the property in
it in the Employer and to protect it against seizure
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by a third party (including any liquidator, receiver or
similar officer of the Contractor),
provided that the operation of this Clause 61 shall not be
deemed to imply any acceptance of any part of the Permanent
Works or prevent its rejection by the Engineer at any time.
61.2 The parts of the Permanent Works referred to in Clause 61.1(b) shall be
in the possession of the Contractor or his subcontractors for the sole
purpose of delivering them to the Employer for the execution of the
Works and shall not be within the ownership, control or disposition of
the Contractor or his subcontractors and save only as stated in Clause
21, the Contractor shall be responsible for any loss or damage to such
parts and for the expense involved in storing, handling and transporting
the same.
61.3 The Contractor shall ensure that there shall be no lien whether in
equity, common law or otherwise on any part of the Permanent Works which
has vested in the Employer pursuant to Clause 61.1 for any sum due to
the Contractor, his subcontractors or any other person and the
Contractor shall ensure that the title of the Employer and the exclusion
of any lien are brought to the notice of his subcontractors and other
persons dealing with or transporting any part.
61.4 If the Contract or the Contractor's employment thereunder is terminated
before the substantial completion of the Works, the Contractor shall
deliver to the Employer any part of the Permanent Works owned by the
Employer by virtue of Clause 61.1, and if the Contractor shall fail to
do so the Employer may enter any premises of the Contractor, and the
Contractor shall procure that the Employer may enter any premises of any
of his subcontractors, to remove the part and the Employer may recover
the cost of so doing from the Contractor.
62. USE OF CONTRACTOR'S EQUIPMENT
62.1 The Contractor shall not, without prior consent, bring onto the Site, or
use in connection with the Works at any place whatsoever, any item of
Contractor's Equipment which is not solely owned by the Contractor.
Consent may be withheld unless:
(a) the owner of the item enters into a written collateral agreement
with the Employer under which the owner undertakes to the
Employer that
(i) the owner shall, and shall procure that the beneficiary
of any relevant charge, other security interest or
reservation of title (of
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whatever nature) shall, without payment, execute any
deed or document in favour of the Employer to assign to
the Employer the benefits under any lease,
charter-party, hiring, hire-purchase, supply, operation
or other agreement made with the Contractor in respect
of the item in the event of the termination of the
Contract or of the employment of the Contractor
thereunder;
(ii) the agreement shall permit the Employer, or any third
party employed by the Employer, to use the item until
completion of the Works upon the same terms as those
enjoyed by the Contractor prior to the assignment; and
(iii) the owner shall not, without first giving the Employer
not less than 21 (twenty-one) day's prior notice,
exercise any right the owner may have to terminate the
lease, charter-party, hiring, hire-purchase, supply,
operation or other agreement, or treat the same as
having been repudiated by the Contractor or terminated,
howsoever otherwise, or withhold performance of the
owner's obligations thereunder or remove the item from
Hong Kong; and
(b) the Contractor provides, or procures the provision of, any
information that the Engineer by instruction requests in
relation to any charge, other security interest or reservation
of title (of whatever nature) that may subsist in the item.
62.2 All sums paid by the Employer under the provisions of any agreement,
deed or document referred to in this Clause 62 and all cost or expense
incurred by him in entering into the agreement, deed or document shall
be recoverable by the Employer from the Contractor.
62.3 The Engineer may instruct the Contractor to produce all documents
evidencing title to, or the contractual basis of the Contractor's right
to use, any item of Contractor's Equipment.
62.4 Without prejudice to any other provision of the Contract, including
without limitation, Clause 5, the Contractor shall ensure that any sub
contract entered into by the Contractor shall contain such provisions
which enable the Contractor to comply with the provisions of this Clause
62.
62.5 If the Contractor fails to comply with his obligations pursuant to this
Clause 62, without prejudice to any other right or remedy available to
the Employer, the Employer may withhold from interim payments due to the
Contractor an amount equivalent to the value of the Contractor's
Equipment concerned
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until such time as the failure is rectified or remedied to the
satisfaction of the Engineer.
63. REMOVAL OF CONTRACTOR'S EQUIPMENT AND TEMPORARY WORKS
63.1 Within a reasonable time after the issue of any Substantial Completion
Certificate, the Contractor shall clear away and remove from the
relevant part of the Site any item of Contractor's Equipment, Temporary
Works and surplus consumables (except those required to discharge the
Contractor's other obligations under or in connection with the Contract)
for which consent has been given pursuant to Clause 60.2 and all other
items of equipment, whether or not belonging to the Contractor, and the
Contractor shall leave the Works, or the Section or other part of the
Works to which the Substantial Completion Certificate relates, and the
Site, or the relevant part thereof as appropriate, in a clean and tidy
condition.
63.2 If at any time throughout the period in which the Works are executed, it
appears to the Engineer that the Contractor has abandoned any item of
Contractor's Equipment, Temporary Works or surplus consumables on any
part of the Site and that the Contractor does not intend to use the same
again in the execution of the Works, the Engineer may issue a notice to
that effect to the Contractor requiring him to confirm within 7 (seven)
days of receipt of the notice whether the item has been abandoned or
whether he intends to use it in the execution of the Works. In the event
either that the Contractor confirms the abandonment or fails to respond
to the Engineer's notice within the said 7 (seven) day period, the
Engineer may, without prejudice to the generality of the Engineer's
powers under Clause 2, issue an instruction requiring the Contractor to
remove the relevant item from the Site within a period of 7 (seven) days
of receipt of the Engineer's instruction.
63.3 If the Contractor fails to comply with Clauses 63.1 or 63.2, the
Employer may, without prejudice to any other rights or remedies it may
have under the Contract, and without prejudice to Clause 72.1:
(a) remove the relevant item from the Site and dispose of the same
in any manner as he sees fit, and if the Employer sells the said
item, after deducting from any proceeds of sale the charges and
expense incurred by the Employer in connection with such sale,
the Employer shall pay the balance, if any, to the Contractor
but, to the extent that the proceeds of sale are insufficient to
meet all such charges and expenses incurred by the Employer, the
excess shall be recoverable by the Employer from the Contractor;
or
(b) return the item (if hired or the subject of a hire-purchase,
supply or operation agreement, charter-party or lease) to the
owner from whom
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it was so hired, chartered or leased, and recover the charges
and expenses of and in connection with such return from the
Contractor.
64. LIABILITY FOR LOSS OR DAMAGE TO PERMANENT WORKS, CONTRACTOR'S EQUIPMENT,
ETC
64.1 The Employer shall not at any time be responsible for the care of, nor
be liable for the loss of or damage to the Permanent Works, Contractor's
Equipment, Temporary Works or consumables which have become the property
of the Employer pursuant to Clauses 60 and 61 except as provided in
Clause 21.
PROVISIONAL SUMS
65. PROVISIONAL SUMS
65.1 Any work in relation to which a Provisional Sum is stated in the Pricing
Document shall only be executed in whole or in part upon the issue of an
instruction by the Engineer pursuant to this Clause 65.1 or Clause 65.2.
If the Engineer issues no such instruction, the said work shall not form
part of the Works and the Contractor shall not be entitled to any
payment for or in connection with such work. The Engineer may instruct
any such work pursuant to this Clause 65.1:
(a) to be executed by the Contractor, but not as daywork, in which
case its value shall be assessed and decided pursuant to Clause
56; or
(b) to be executed by the Contractor as daywork, in which case its
value shall be assessed and decided pursuant to Clause 55.
65.2 The Engineer may, when considering whether or not to expend any
Provisional Sum, request the Contractor to submit an estimate detailing
the financial, timing and quality effects upon the Works of executing
the work in relation to which the Provisional Sum is stated in the
Pricing Document. The Contractor shall submit the estimate within 14
(fourteen) days of receipt of the request and if the Engineer accepts
the estimate (which he shall be under no obligation to do) he shall so
notify the Contractor and instruct the work pursuant to this Clause 65.2
within 14 (fourteen) days of receipt of the estimate. If the Engineer
does not accept the estimate he may nevertheless instruct the work at
any time pursuant to Clause 65.1.
65.3 Without prejudice to Clause 15.2, the Contractor shall be deemed to have
allowed the necessary time and resources (including, without limitation,
establishment and supervisory charges and all other costs) to enable the
work in relation to which Provisional Sums are stated in the Pricing
Document to
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be executed by all relevant Key Dates and within the Tender Total
insofar as, without prejudice to Clause 15.3, the scope and nature of
the work was reasonably foreseeable on the basis of the deeming
provisions of Clause 15.1.
65.4 If, in compliance with any instruction pursuant to Clause 65.1, the
Contractor is prevented from achieving any Stage or substantially
completing the Works or any Section by the relevant Key Date or incurs
Cost which the Contractor did not and had no reason to anticipate and
which is not recoverable pursuant to Clauses 55, or 56 then, if the
Contractor claims additional time and/or payment therefor, the Engineer
shall give a decision pursuant to Clause 45 and/or 57, provided that the
Contractor has complied with his obligations pursuant to Clause 45
and/or Clause 58, as appropriate.
65.5 The Contractor shall, when instructed by the Engineer, obtain and submit
any quotation which the Engineer may reasonably request and produce all
invoices, vouchers and accounts or receipts in connection with
expenditure in respect of Provisional Sums.
CERTIFICATES AND PAYMENT
66. INTERIM PAYMENT SCHEDULE, COST CENTRE VALUES AND MILESTONES
66.1 The Interim Payment Schedule sets out the maximum accumulative
percentage of each Cost Centre Value in relation to each month for which
the Contractor may apply for payment, subject to the achievement of
Milestones and to application for payment in accordance with Clause 67.
66.2 The Cost Centre Values shall be revised by the Engineer:
(a) upon issue of the Letter of Acceptance to the Contractor, by the
deduction of all Provisional Sums; and
(b) upon:
(i) an agreement or instruction pursuant to Clauses 47.5 or
47.6, respectively (Recovery of Delay and Acceleration
of the Works), by adding to the relevant Cost Centre
Value the amount as agreed or decided by the Engineer
pursuant to Clause 47.8;
(ii) a decision pursuant to Clause 56 (valuation), by adding
to or deducting from the relevant Cost Centre Values the
value as decided;
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(iii) a decision to exercise any Option identified in the
Pricing Document or a Special Condition by adding to or
deducting from the relevant Cost Centre Value, the
amount specified in the Pricing Document or Special
Condition; or
(iv) any other decision of the Engineer of an amount or
allowance due to the Contractor under the Contract
(including, without limitation, in respect of any
remeasurement of any quantity of work executed by the
Contractor if permitted by the Pricing Document) which
has not been or will not otherwise be the subject of an
interim payment pursuant to Clause 67.2(b), by adding
to, or, in respect of any remeasurement of any quantity
of work executed by the Contractor if permitted by the
Pricing Document, by deducting from, the relevant Cost
Centre Values, as appropriate, the amount or allowance
as decided.
66.3 (a) The Engineer may decide which Cost Centre is to be the relevant
Cost Centre for the purpose of Clause 66.2 if and in so far as
the same is not identified in the Pricing Document, and shall
notify the Contractor upon making any such decision.
(b) Notwithstanding Clause 66.2, the Engineer may decide not to
include a sum payable to the Contractor pursuant to the Contract
in a Cost Centre Value in which case the Engineer shall notify
the Contractor of the decision and the Contractor may apply for
payment of the sum in accordance with Clause 67.1(b).
66.4 If a Milestone is not achieved by the end of the month in which it is
scheduled to be achieved, the Engineer shall follow the procedure set
out below when certifying payments:
(a) all payments relating to the Cost Centre in which the Milestone
in question has not been achieved shall be suspended at the
amount determined by reference to the percentage appearing for
that Cost Centre in the Interim Payment Schedule applicable to
the month prior to the month in which the Milestone was due to
have been achieved;
(b) payments suspended pursuant to Clause 66.4(a) shall be resumed
by being included in the next application for interim payment
made after the Milestone is achieved or where the Engineer
determines, in his absolute discretion, that payment to the
Contractor should be resumed notwithstanding the non-achievement
of the Milestone, and the Engineer has notified the Contractor
of such determination, at the percentage of the Cost Centre
Value for the relevant Cost Centre
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appearing in the Interim Payment Schedule applicable to the
month in which the Milestone was due to have been achieved; and
(c) in relation to the relevant Cost Centre, the Interim Payment
Schedule shall be revised by the Engineer within 21 (twenty-one)
days of receipt of an application for resumption of payments
pursuant to Clause 66.4(b) to take account of:
(i) the date by which, in the Engineer's opinion, the
Milestone next following the non-achieved Milestone is
likely to be achieved;
(ii) any subsequent Milestone which, in the Engineer's
opinion, is not likely to be achieved by its stipulated
date; and
(iii) the earliest subsequent Milestone which, in the
Engineer's opinion, is likely to be achieved by its
stipulated date,
and the Engineer shall notify the Contractor accordingly.
66.5 In addition to the procedure for revision of the Interim Payment
Schedule pursuant to Clause 66.4, if:
(a) the Engineer reviews without objection a revised Works Programme
containing a change to the sequence and timing of the execution
of the Works;
(b) the Engineer grants an extension of time pursuant to Clause 45;
(c) the Contractor adopts recovery of delay or acceleration measures
pursuant to Clause 47;
(d) the Engineer instructs a suspension of the Works or any part
thereof pursuant to Clause 51;
(e) the Engineer instructs a variation pursuant to Clause 54;
(f) the Engineer instructs the expenditure of Provisional Sums
pursuant to Clause 65;
(g) following the suspension of payment pursuant to Clause 66.4(a)
the relevant Milestone shall not have been achieved within 3
(three) months of the date stipulated in the Schedule of
Milestones;
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(h) there shall be a significant change in a Cost Centre Value by
reason of a decision of the Engineer in accordance with the
Contract; or
(i) the Engineer is of the opinion that the Contractor's negative
cashflow is adversely affecting the execution of the Works,
the Engineer may carry out a detailed examination and review of the
Interim Payment Schedule, the Milestones and the dates stipulated for
their achievement in the Schedule of Milestones and an assessment of the
extent to which the Works have been carried out up to the date of the
review.
66.6 The Contractor shall co-operate with and, to the best of the
Contractor's ability, assist the Engineer in making any detailed
examination pursuant to Clause 66.5 and shall provide all such
information as the Engineer may reasonably request in connection
therewith. If as a result of this detailed examination, the Engineer is
of the opinion that, in relation to any Cost Centre, the relationship
between:
(a) interim payments; and
(b) the progress of the Works,
established by the Interim Payment Schedule as at the date of the Letter
of Acceptance has not been or will not be maintained, then the Engineer
may give 14 (fourteen) days' notice to the Contractor of his intention
to prepare a revised Interim Payment Schedule and/or a revised Schedule
of Milestones which will in his opinion restore, so far as reasonably
practicable, the said relationship. On the expiration of the said notice
and after considering any representation the Contractor may have made in
the meantime, the Engineer shall if he is still of the opinion that a
revision ought to be made, revise the Interim Payment Schedule and the
Schedule of Milestones in any manner which he sees fit based on the rate
of progress of the Works which he anticipates and with the objective of
restoring, so far as reasonably practicable, the said relationship.
66.7 When making any revision to the Interim Payment Schedule in accordance
with the Contract, the Engineer may reduce or extend the period over
which interim payments may be made.
67. PAYMENT STATEMENTS
67.1 At the beginning of each month the Contractor may apply to the Engineer
for an interim payment in relation to the preceding month. Each
application shall state:
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(a) the amount claimed to be payable pursuant to Clause 67.2(a)
setting out the percentage of each Cost Centre Value claimed
according to the Interim Payment Schedule; and
(b) any other amount claimed to be payable pursuant to a decision of
the Engineer identifying the relevant decision.
As a condition precedent to consideration by the Engineer of any such
application for payment submitted by the Contractor, each application
shall be accompanied by the Monthly Progress Report for the month to
which the application relates.
67.2 Within 30 (thirty) days following receipt of an application in
accordance with Clause 67.1, the Engineer shall issue to the Employer,
with a copy to the Contractor, an interim payment certificate showing
the amount payable by the Employer to the Contractor by way of interim
payment. The interim payment shall be the sum of:
(a) the amounts shown to be due for the month in respect of which
the application is made by reference to the Interim Payment
Schedule in accordance with Clause 66; and
(b) the amounts assessed and decided by the Engineer to be due in
respect of:
(i) Cost incurred, pursuant to Clause 57;
(ii) work executed on a daywork basis, pursuant to Clause 55;
and
(iii) any other amount or allowance to which the Contractor is
entitled under the Contract save insofar as account has
been or will be taken of the amount or allowance by way
of a revision of a Cost Centre Value pursuant to Clause
66.2;
less:
(c) the Retention Moneys as provided for in Clause 68; and
(d) any amount certified for payment on interim payment certificates
previously issued.
67.3 Subject to any deduction, withholding or condition precedent pursuant to
the Contract, amounts from time to time certified by the Engineer
(including, without limitation, pursuant to Clause 68) shall be paid in
Hong Kong by the Employer to the Contractor within 21 (twenty-one) days
after the date of
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issue of the relevant certificate in accordance with the Contract.
Unless otherwise expressly provided, all payments (including, without
limitation, in respect of decisions of the Engineer pursuant to Clauses
56 and 57 or otherwise) shall be made either in Hong Kong Dollars or
United States Dollars, as appropriate, depending in which of those
currencies the Tender Total is denominated in the Pricing Document. No
adjustment shall be made to any payment or to the Final Contract Sum on
account of any variation in the exchange rate between the Hong Kong
dollar and any other currency.
67.4 If either the Employer or the Contractor fails to make payment of
amounts due in accordance with the Contract within 21 (twenty-one) days
after the date of issue of the relevant certificate, the Employer shall
pay to the Contractor, or the Contractor shall pay to the Employer as
the case may be, simple interest upon any payment overdue at the
Contract Rate of Interest.
67.5 The Engineer shall have power to omit from any certificate the value of
any work with which he may for the time being be dissatisfied and for
that purpose, or if he considers that the Contractor has been overpaid
under any interim payment certificate, he may by any certificate delete,
correct or modify any sum previously certified by him.
67.6 Without prejudice to Clause 3.8, no payment certificate issued by the
Engineer shall be conclusive evidence that the quality of materials or
the standard of workmanship used by the Contractor in the execution of
the Works are in accordance with the Contract.
68. RETENTION MONEYS
68.1 Retention Moneys up to 10 (ten) percent of the amount due to the
Contractor from time to time shall be retained until there shall be a
reserve in the hands of the Employer equal to 5 (five) percent of the
Tender Total. If, for any reason, the reserve has a value of less than
the said 5 (five) percent at any time prior to the date of issue of the
Substantial Completion Certificate for the Works or the Substantial
Completion Certificate for the first Section to be completed (but not
thereafter), further Retention Moneys up to 10 (ten) percent of the
amounts due to the Contractor from time to time will be retained until
the reserve is restored to 5 (five) percent of the Tender Total.
68.2 The Retention Moneys retained pursuant to Clause 68.1 shall be held by
the Employer without obligation to invest it or account for interest
thereon or to place it in a designated account.
68.3 (a) Within 7 (seven) days of the date of issue of any Substantial
Completion Certificate for any Section or part of the Works, the
Engineer shall issue to the Employer with a copy to the
Contractor, a retention release certificate, entitling the
Contractor to be paid by the Employer one half of that part of
the Retention Moneys which bears the same proportion to the
whole of the Retention Moneys as the value of the Section or
part at the date of the Letter of Acceptance bears to the Tender
Total. Provided that the aggregate of all sums
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certified pursuant to this Clause 68.3(a) shall not exceed one
half of the whole of the Retention Moneys.
(b) On the date of issue of the Substantial Completion Certificate
for the Works, the Engineer shall issue to the Employer, with a
copy to the Contractor, a retention release certificate
entitling the Contractor to be paid by the Employer one half of
the whole of the Retention Moneys (less any sums already
certified for release pursuant to Clause 68.3(a)).
(c) Within 28 (twenty-eight) days of the expiry of 12 (twelve)
months from the date of issue of the Substantial Completion
Certificate for the Works, the Engineer shall:
(i) make a bona fide estimate of the total value of:
(a) the works required to be repaired or replaced by
the Contractor, and/or
(b) the works which are still subject to a Defects
Liability Period; and/or
(c) all outstanding works,
(together, the "Value of Residual Works") and
(ii) issue to the Employer, with a copy to the Contractor, a
retention release certificate entitling the Contractor
to be paid by the Employer the balance of the Retention
Moneys, less a sum which is equivalent to 5 (five)
percent of the Value of Residual Works ("Residual
Retention Moneys").
68.4 On the date of issue of the Defects Liability Certificate, the Engineer
shall issue to the Employer, with a copy to the Contractor, a retention
release certificate entitling the Contractor to be paid by the Employer
one half of the Residual Retention Moneys and the remainder of the
Residual Retention Moneys shall be included with the Final Certificate.
69. FINAL CERTIFICATE
69.1 Not later than 3 (three) months after the date of issue of the Defects
Liability Certificate, the Contractor shall submit to the Engineer a
statement of final account and supporting documentation showing in
detail the total amount payable in respect of the Works in accordance
with the Contract together with all further sums which the Contractor
considers to be due to him under the Contract up to the date of the
Defects Liability Certificate. Within 3 (three)
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months after receipt of this statement of final account and of all
information reasonably required for its verification, but in no
circumstances earlier than the date of issue of the Defects Liability
Certificate, the Engineer shall issue the Final Certificate. The Final
Certificate shall state the Final Contract Sum, which shall be the sum
of the Cost Centre Values following their final adjustment and of the
amounts finally decided by the Engineer to be due in respect of the
matters identified in Clause 67.2(b). From such sum there shall be
deducted all amounts previously certified by the Engineer and all
amounts which, in the Engineer's opinion; are due to the Employer
pursuant to, or a result of breach of, the Contract and the Final
Certificate shall state the balance, if any, due from the Employer to
the Contractor or from the Contractor to the Employer as the case may
be. The balance of any payment shall be paid to the Contractor and the
balance of any over-payment shall be paid by the Contractor.
69.2 Without prejudice to Clause 3.8, the Final Certificate shall not amount
to, or be deemed to be, conclusive evidence that the quality of
materials or the standard of workmanship used by the Contractor in the
execution of the Works are in accordance with the Contract.
70. DEFAULT OF EMPLOYER TO PAY
70.1 If the Employer fails to pay the Contractor any amount due to be paid to
the Contractor by the Employer within 30 (thirty) days of the last date
upon which the same ought to have been paid in accordance with the
Contract then provided that after the expiry of the said 30 (thirty)
days period the Contractor shall have given the Employer notice
requesting the payment to be made and the Employer shall have remained
in default for a further 14 (fourteen) days, the Contractor shall be
entitled, without prejudice to any other right or remedy, to suspend the
execution of the Works or to terminate the Contract by giving further
notice to the Employer. The bona fide exercise or purported exercise by
the Employer of either a right of set-off or counterclaim or a right
under or in connection with the Contract to deduct amounts from moneys
otherwise due shall not be treated as a failure by the Employer to make
a payment for the purposes of this Clause 70.1.
70.2 Upon the Contractor giving such further notice of suspension or
termination in accordance with Clause 70.1, the property in all
Contractor's Equipment and Temporary Works brought upon the Site by the
Contractor shall thereupon re-vest in the Contractor and the Contractor
shall with all reasonable despatch remove the same from the Site.
70.3 In the event of such termination, the Employer shall be under the same
obligations to the Contractor in regard to payment as if the Contract
had been terminated pursuant to the provisions of Clause 77.1 (and the
same
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provision shall survive) but in addition to the payments specified in
Clause 77.3, the Employer shall pay to the Contractor the amount of any
loss or damage to the Contractor arising out of or in connection with or
by consequence of such termination.
DEFECTS LIABILITY CERTIFICATE
71. DEFECTS LIABILITY
71.1 Upon the expiry of the Defects Liability Period, or where there is more
than one Defects Liability Period, upon the expiry of all of the Defects
Liability Periods and when all outstanding work referred to in Clause 52
and all maintenance work referred to in Clause 53 shall have been
completed and any warranty required to be assigned pursuant to Clause
5.12 shall have been so assigned and provided always that the Contractor
shall have supplied to the Engineer all documents in compliance with the
requirements of the Contract, the Engineer shall issue the Defects
Liability Certificate stating the date on which the Contractor shall
have completed his obligations in respect of the correction of defects
the subject of instructions pursuant to Clause 53.
71.2 Without prejudice to Clause 3.8, the Defects Liability Certificate shall
not amount to, or be deemed to be, conclusive evidence that the quality
of materials or the standard of workmanship used by the Contractor in
the execution of the Works are in accordance with the Contract.
REMEDIES AND POWERS
72. WORK BY OTHERS
72.1 If the Contractor shall fail to execute any work required under or in
connection with the Contract or refuse to comply with any instruction in
accordance with the Contract within a reasonable time, without prejudice
to any other right or remedy of the Employer, the Engineer may give the
Contractor 14 (fourteen) days' notice to execute the work or comply with
the instruction. If the Contractor fails to comply with the notice, the
Employer shall be entitled to execute the work or implement the
instruction by the Employer's own workmen or by third parties. Without
prejudice to any other right or remedy, all additional expenditure
properly incurred by the Employer in having such work executed or such
instruction implemented shall be recoverable by the Employer from the
Contractor.
72.2 If by reason of any accident, failure, emergency or other event
occurring to, in or in connection with the Project, the Works or any
part thereof either during the execution of the Works or during any
Defects Liability Period, any remedial or other work or repair shall in
the Engineer's opinion be urgently
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necessary, and the Contractor is unable or unwilling at once to do the
work or repair, the Employer may by his own or other work people do the
work or repair.
72.3 If the work or repair so done by the Employer is work which, in the
Engineer's opinion, the Contractor was liable to do at his own expense
under or in connection with the Contract, all costs properly incurred by
the Employer in so doing shall on demand be paid by the Contractor to
the Employer or may be deducted by the Employer from any moneys due or
which may become due to the Contractor.
73. INSOLVENCY OR CHANGE IN CONTROL
73.1 If the Contractor (which, without prejudice to Clause 1.2.3, means for
the purposes of this Clause 73.1, any of the entities comprising the
Contractor) shall be in default in that the Contractor:
(a) becomes insolvent or has a receiving order made against the
Contractor or makes an arrangement or assignment or composition
with or in favour of the Contractor's creditors or agrees to
carry out the Contract under a committee of inspection of the
Contractor's creditors, or goes into liquidation or commences to
be wound up, not being a members' voluntary winding up for the
purpose of amalgamation or reconstruction to which the Employer
has given his prior consent, such consent not to be unreasonably
withheld, or has a receiver, liquidator, trustee or similar
officer appointed over all or any part of the Contractor's
undertaking or assets or if distress, execution or attachment is
levied on, or if an encumbrancer takes possession of any of the
Contractor's assets, or any proceeding or step is taken which
has an effect comparable to the foregoing in any relevant
jurisdiction;
(b) without the prior consent of the Employer, becomes a subsidiary,
within the meaning of the Companies Ordinance (Cap 32) or the
equivalent in any relevant jurisdiction of a company of which
the Contractor was not a subsidiary on the date of the Letter of
Acceptance or if by virtue of any agreement, offer or scheme the
Contractor comes under the control of two or more firms or
companies acting in concert so that if they were one company the
Contractor would be the company's subsidiary; or
(c) is in breach of Clause 4,
then the Employer may give notice to the Contractor pursuant to Clause
74.1.
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74. FORFEITURE
74.1 If the circumstances of default referred to in Clause 73 occur or if the
Engineer shall have certified to the Employer that, in the Engineer's
opinion, the Contractor:
(a) has abandoned the Contract;
(b) without reasonable excuse has failed to commence the Works
pursuant to Clause 42 or has suspended the execution of the
Works, any Section or any other part of the Works for 14
(fourteen) days after receiving from the Engineer notice to
proceed;
(c) has failed to remove work from the Site or to pull down and
replace work for 14 (fourteen) days after receiving from the
Engineer notice that the said work has been rejected by the
Engineer;
(d) despite a written warning by the Engineer, is failing, in the
Engineer's opinion, to proceed with the Works with due diligence
or is persistently or significantly in breach of his
obligations;
(e) has sub-let the Works or has sub-let any Section or any other
part of the Works without consent; or
(f) is in breach of Clauses 14 or 30,
then the Employer may:
(g) in the circumstance of default referred to in Clause 73,
forthwith by the service of a notice to the Contractor; or
(h) in the circumstance of default referred to in this Clause 74.1
(a) to (f), after giving at least 7 (seven) day's notice to the
Contractor, by the service of a written further notice,
terminate the Contractor's employment under the Contract and, if the
Contractor is on the Site, enter upon the Site and expel the Contractor
therefrom without thereby avoiding the Contract or releasing the
Contractor from any of his obligations or liabilities or affecting the
rights and powers conferred on the Employer or the Engineer by the
Contract. Thereafter, the Employer may execute the Works or any part
thereof or may employ any third party to execute the same and the
Employer or such third party may use, to execute the Works, any of the
Contractor's Equipment, Temporary Works and Permanent Works which have
become the property of the Employer pursuant to Clauses 60 and 61 and
the Employer may at any time sell any of
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the said Contractor's Equipment, Temporary Works and Permanent Works and
apply the proceeds of sale in or towards the satisfaction of any sum due
or which may become due to the Employer from the Contractor under or in
connection with the Contract.
74.2 If the Employer terminates the Contractor's employment pursuant to this
Clause 74, the Contractor shall forthwith assign to the Employer, as
instructed by the Employer, the benefit of any agreement for the
execution of any work for the purposes of the Contract which the
Contractor may have entered into and, if so instructed by the Employer,
shall enter into novation agreements, in such form as the Employer may
reasonably require, in respect of the said agreements.
74.3 If the Employer terminates the Contractor's employment pursuant to this
Clause 74 the Employer shall not be liable to pay to the Contractor any
money on account of the Contract until the expiration of the Defects
Liability Period or the last Defects Liability Period and thereafter
until the cost of completion of the Works pursuant to Clause 74.1,
maintenance, damages for delay in completion (if any) and all other
expenses incurred by the Employer have been ascertained and the amount
thereof certified by the Engineer. The Contractor shall then be entitled
to receive only such sum or sums (if any) as the Engineer may certify
which would have been due to the Contractor upon completion of the Works
by him after deducting the said amount. If such amount exceeds the sum
which would have been payable to the Contractor on completion of the
Works by him then the Contractor shall upon demand pay to the Employer
the amount of the excess and it shall be deemed to be a debt due by the
Contractor to the Employer and shall be recoverable accordingly.
74.4 As soon as may be practicable after any such termination by the
Employer, the Engineer shall assess and decide:
(a) the amount (if any) which had been earned by or would accrue to
the Contractor in respect of work actually done by him under or
in connection with the Contract; and
(b) the value of any unused or partially used parts of the Permanent
Works and any Contractor's Equipment and Temporary Works which
had become the property of the Employer pursuant to Clauses 60
and 61,
and shall give notice of his decision to the Employer and the
Contractor.
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75. RECOVERY OF MONEY DUE TO THE EMPLOYER
75.1 All damages, costs, charges, expenses, debts or sums for which the
Contractor is liable to the Employer in accordance with any provision of
the Contract, as a result of a breach of any such provision may be
deducted by the Employer from moneys (including, without limitation,
Retention Moneys) due to the Contractor in accordance with the Contract.
The Employer shall have the power to recover any balance by deducting it
from moneys due to the Contractor in accordance with any other contract
between the Employer and the Contractor.
75.2 All damages, costs, charges, expenses, debts or sums for which the
Contractor is liable to the Employer pursuant to any term of any other
contract between the Contractor and the Employer, as a result of a
breach of any such provision may be deducted by the Employer from moneys
due to the Contractor in accordance with the Contract.
75.3 If, in the Engineer's opinion, the Employer may claim any deduction
pursuant to this Clause 75, the Engineer shall issue a certificate
stating his bona fide estimate of amounts deductible and the estimate
certified shall bind the Contractor until otherwise agreed between the
Employer and the Contractor or resolved pursuant to Clause 78, provided
that such estimate shall not prejudice such resolution. The Engineer
shall, upon request from the Contractor, give to the Contractor in
writing the grounds upon which the Engineer's opinion was based and
reasonable details of the quantification of the estimate certified.
FRUSTRATION, TERMINATION AND SPECIAL RISKS
76. FRUSTRATION
76.1 In the event that either party considers that the Contract has been
frustrated by any event recognised by law as amounting to frustration,
such party shall give notice to that effect to the other party ("the
notice of frustration"). The party receiving a notice of frustration
shall, within 14 (fourteen) days of receipt, issue a notice to the other
party either accepting the notice of frustration (in which case the
Contract shall be deemed to have been frustrated on the date of the
notice of frustration) or challenging the same. If the party receiving
the notice of frustration challenges the same, or fails to respond
thereto within 14 (fourteen) days of receipt, a Dispute shall be deemed
to have arisen.
76.2 In the event of the Contract being frustrated, the sum payable by the
Employer to the Contractor in respect of that part of the Works executed
up to the date of frustration shall be the same as that which would have
been payable pursuant to Clause 77 if the Contract had been terminated
thereunder.
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77. SPECIAL RISKS
77.1 If, before the Defects Liability Certificate shall have been issued
pursuant to Clause 71, there shall be:
(a) an outbreak of war (whether war be declared or not) in any part
of the world which, whether financially or otherwise, materially
affects the execution of the Works;
(b) an invasion of Hong Kong;
(c) acts of terrorists in Hong Kong;
(d) civil war, rebellion, revolution, insurrection or military or
usurped power in Hong Kong;
(e) riot, commotion or disorder in Hong Kong otherwise than amongst
the employees of the Contractor or any of his subcontractors of
any tier currently or formerly engaged on the Works;
(f) ionising radiation, or contamination by radioactivity from any
nuclear fuel, or from any nuclear waste from the combustion of
nuclear fuel, radioactive, toxic, explosive, or other hazardous
properties of any explosive nuclear assembly or nuclear
component thereof, unless the sources or cause of the radiation,
radioactivity or other hazard is brought to or near the Site by
the Contractor or any of his subcontractors of any tier; or
(g) pressure waves caused by aircraft or other aerial devices
travelling at sonic or supersonic speeds
(referred to in this Clause 77 as the "special risks"), the Contractor
shall, unless and until the Contract is terminated pursuant to this
Clause 77, use his best endeavours to:
(h) continue with the execution of the Works in accordance with the
Contract;
(i) submit for review, proposals setting out the manner in which the
Contractor proposes to complete the execution of the Works; and
(j) if the proposals are reviewed without objection, complete the
execution of the Works in accordance therewith,
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provided that the Employer shall be entitled, at any time after
occurrence of any of the special risks, to terminate the Contract (with
the exception of the provisions of Clauses 27, 29, this Clause 77 and
Clause 78 and any other provision which is expressly stated to survive
termination of the Contract or is necessary for interpretation of the
aforesaid Clauses or in relation to work executed prior to termination)
by giving notice to the Contractor. Upon the notice being given, the
Contract shall terminate but without prejudice to the claims of either
party in respect of any antecedent breach thereof.
77.2 If there is a termination pursuant to the proviso to Clause 77.1, the
Contractor shall make safe the Site and with all reasonable despatch
remove all Contractor's Equipment and Temporary Works.
77.3 If there is a termination in accordance with the proviso to Clause 77.1,
the Contractor shall be paid by the Employer, in so far as such items
have not already been covered by interim payments made to the
Contractor:
(a) the total of the value of all work executed prior to the date of
termination;
(b) the Cost of any part of the Permanent Works or services properly
ordered for the Works for which the Contractor shall have paid
or for which the Contractor is legally bound to pay and on such
payment by the Employer the part of the Permanent Works or
product of the services so paid for shall become the property of
and shall be delivered to the Employer; and
(c) a sum to be certified by the Engineer in respect of the Cost
incurred by the Contractor in the expectation of completing the
Works in so far as the Cost shall not have been paid in
accordance with any other provision of this Clause 77.
77.4 Whether the Contract shall be terminated pursuant to this Clause 77 or
not, the following provisions shall apply, or be deemed to have applied,
as from occurrence of any of the special risks, notwithstanding anything
expressed in or implied by the other provisions of the Contract:
(a) the Contractor shall have no liability whatsoever, by way of
indemnity or otherwise, for or in respect of damage to parts of
the Permanent Works on the Site or to property (other than parts
of the Permanent Works off the Site, property of the Contractor
including property temporarily vested in the Employer pursuant
to Clause 60 or property hired by the Contractor for the
purposes of executing the Works) whether of the Employer or of
third parties or for or in respect of injury or loss of life to
persons which damage, injury or loss is the
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consequence whether direct or indirect of the occurrence of any
of the special risks and the Employer shall indemnify the
Contractor against all liability whatsoever in relation thereof
or in relation thereto;
(b) if the Permanent Works or Temporary Works are destroyed or
damaged by reason of any of the special risks, the Contractor
shall nevertheless make good the destruction or damage so far as
may be instructed by the Engineer or as may be necessary for the
execution of the Works or for safety. If, in compliance with his
obligations pursuant to this Clause 77, the Contractor is
prevented from achieving any Stage or substantially completing
the Works or any Section by the relevant Key Date or incurs Cost
in making good under this Clause 77.4(b) which the Contractor
did not and had no reason to anticipate then, if the Contractor
claims additional time and/or payment therefor, the Engineer
shall give a decision pursuant to Clause 45 and/or (in relation
to the said making good only) Clause 56 and/or 57, provided that
the Contractor has complied with his obligations pursuant to
Clause 45 and/or Clause 58, as appropriate; and
(c) destruction, damage, injury or loss of life caused by the
explosion or impact, whenever and wherever occurring, of any
mine, bomb, shell, grenade or other projectile, missile or
munition of war shall be deemed to be a consequence of the
special risks.
DISPUTE RESOLUTION
78. DISPUTE RESOLUTION
NOTICE OF DISPUTE
78.1 Any and all Disputes shall be dealt with in accordance with this Clause
78.
78.2 Upon any Dispute arising, the aggrieved party shall serve on the other
party (with a copy to the Engineer) a notice stating the nature of the
Dispute and on the service of any such notice, a Dispute shall be deemed
to have arisen. A Dispute shall be deemed not to have arisen in the
absence of the service of such a notice.
DECISION OF THE ENGINEER
78.3 Within 28 (twenty eight) days of a Dispute being notified under Clause
78.2, either
(a) the Engineer shall decide the Dispute and give notice of his
decision to the Employer and the Contractor; or
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(b) in the case of a Dispute arising from a decision of the Engineer
in accordance with a direction of the Employer pursuant to the
provisions referred to in Clause 2.2, the Engineer shall notify
the Contractor and the Employer that his decision was the
subject of such a direction.
78.4 Unless the Contract has been terminated or abandoned or the Employer has
exercised his rights pursuant to Clause 74, the Contractor shall,
notwithstanding the reference of a Dispute to the Engineer in accordance
with Clause 78.3, continue with the execution of the Works in accordance
with the Contract regardless of the nature of the Dispute and the
Employer and the Contractor shall give effect forthwith to every
decision of the Engineer in accordance with Clauses 78.3(a) and (b),
which shall be final and binding on the Contractor and the Employer
except and to the extent that it is revised by agreement (whether or not
arising out of mediation) or an arbitral award.
REFERENCE TO ARBITRATION
78.5 If:
(a) the Engineer fails to give a decision or notice in accordance
with Clause 78.3; or
(b) either the Contractor or the Employer is dissatisfied with a
decision of the Engineer pursuant to Clause 78.3,
then within 28 (twenty-eight) days of:
(i) the expiry of the period referred to in Clause 78.3; or
(ii) receipt of the decision or notice of the Engineer,
but not otherwise, either the Contractor or the Employer, as
appropriate, may give notice to the other requiring the Dispute to be
referred to arbitration.
COMPULSORY MEDIATION
78.6 Where a Dispute is referred to arbitration pursuant to this Clause 78,
no step shall be taken in the reference unless and until the Contractor
or the Employer, as appropriate, has served a notice on the other
requiring the Dispute to be referred to a mediator for resolution in
accordance with the Mediation Rules, and the Contractor and the Employer
have attempted bona fide to resolve the Dispute by mediation in
accordance with the Mediation
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Rules with which they shall both comply. Unless the Employer and the
Contractor otherwise agree, any notice under this Clause 78.6 shall be
served within 30 (thirty) days after a reference to arbitration pursuant
to Clause 78.5.
78.7 Notwithstanding any reference to arbitration and mediation in accordance
with Clauses 78.5 and 78.6, the Contractor shall continue with the
execution of the Works in accordance with the Contract, regardless of
the nature of the Dispute.
CONTINUATION OF ARBITRATION
78.8 If a Dispute is not settled by an agreement resulting from a mediation
conducted in accordance with Clause 78.6, the Employer or the
Contractor, as appropriate, may within 90 (ninety) days of the date of
termination of the mediation pursuant to the Mediation Rules, but not
otherwise, continue with the reference to arbitration made in accordance
with Clause 78.5 by the service of a notice on the other party stating
his intention to proceed with the reference to arbitration, and such
reference shall be subject to the following provisions of this Clause
78, and shall be conducted in accordance with the Arbitration Rules.
78.9 Save in cases where the Works are abandoned or the Contract, or the
Contractor's employment thereunder, has been terminated, and save as
provided in Paragraph 1 of the Arbitration Rules, no steps shall be
taken in any reference of a Dispute to arbitration until after the
substantial completion or alleged substantial completion of the Works
except with the consent of the Contractor and the Employer, provided
that:
(a) the issuance of the Substantial Completion Certificate for the
Works shall not be a condition precedent to taking any step in
the reference; and
(b) no decision given by the Engineer in accordance with the
foregoing provisions shall disqualify him from being called as a
witness and giving evidence before an arbitrator on any matter
whatsoever relevant to a Dispute so referred to arbitration as
aforesaid.
78.10 Any Dispute referred to arbitration pursuant to this Clause 78 shall be
a domestic arbitration for the purposes of Part II of the Arbitration
Ordinance (cap 341).
78.11 Save as otherwise provided, the arbitrator shall have full power to
direct such valuation as may, in his opinion, be desirable in order to
determine the rights of the parties and to ascertain and award any sum
which ought to have been the subject of or included in any certificate
and to open up, review and revise
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any notice, opinion, determination, decision, request, withholding of
permission or consent, certificate or instruction of the Engineer
relating to the Dispute. The arbitrator shall have full power to order
the rectification of the Contract, subject to any rule of law which
would restrict this power.
CONSOLIDATION
78.12 The Employer may by notice to the Contractor require that:
(a) any Dispute referred to arbitration pursuant to this Clause 78
shall be referred to the arbitrator appointed or to be appointed
in the arbitration of any dispute or difference in connection
with the Project (whether or not relating to issues similar to
those in the Dispute) between the Employer and any party other
than the Contractor; or
(b) any dispute or difference in connection with the Project
(whether or not relating to issues similar to those in the
Dispute) between the Employer and any party other than the
Contractor shall be referred to the arbitrator appointed or to
be appointed in the arbitration of any Dispute referred pursuant
to this Clause 78,
and any Dispute, dispute or difference as aforesaid shall be so referred
and the Contractor shall accept the reference. Any such arbitrator shall
have full power to give such orders and directions as he shall think fit
in relation to the conduct of any Dispute, dispute or difference
including, but not limited to, the power to order consolidation and
hearing together, sequentially or separately.
JURISDICTION OF THE COURTS OF HONG KONG
78.13 Subject to the foregoing provisions of this Clause 78, the Contractor
and the Employer agree to submit to the non-exclusive jurisdiction of
the Courts of Hong Kong. Without prejudice to the generality of their
powers, the Courts of Hong Kong shall have power to direct such
valuations as may, in their opinion, be desirable in order to determine
the rights of the parties and to ascertain and award any sum which ought
to have been the subject of or included in any certificate and to open
up, review and revise any notice, opinion, determination, decision,
request, withholding of permission or consent, certificate or
instruction of the Engineer relating to the Dispute and to determine all
matters in dispute in the same manner as if no such notice, opinion,
determination, decision, request, withholding of permission or consent,
certificate or instruction had been given, issued or made.
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NOTICES
79. SERVICE OF NOTICES
79.1 Any document arising under, out of or in connection with the Contract
shall be served on the Employer or the Contractor at the address stated
in the Articles of Agreement, or such other address in Hong Kong as may
be notified to the other party expressly for the purpose of service of
documents. Service of documents may be by hand or by post or, subject to
Clause 79.2, by facsimile.
79.2 Documents may be served by facsimile only if the recipient has
previously notified the other party that he is prepared to accept
service of documents or a document in that fashion. It shall be a
condition of valid service by facsimile that a hard copy be served on
the recipient pursuant to Clause 79.1 within 7 (seven) days.
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SCHEDULE 1
FORM OF SUB-CONTRACTOR WARRANTY
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SCHEDULE 1
FORM OF SUB-CONTRACTOR WARRANTY
THIS AGREEMENT is made the day of 200[ ] [SEE NOTE 1].
BETWEEN:
1. [Insert name of Company] a company incorporated in and in accordance
with the laws of [Insert Jurisdiction of Incorporation] of [Insert
Registered Address of Company] [SEE NOTE 2] ("the Sub-Contractor"); and
2. THE KOWLOON-CANTON RAILWAY CORPORATION of KCRC House, No. 9, Lok King
Street, Fo Tan, Shatin, New Territories, Hong Kong (together with its
successors and assigns, "the Employer").
WHEREAS:
(A) By a contract dated [Insert date of Letter of Acceptance issued by the
Corporation] (Contract No. [Insert Contract Number] - [Insert Contract
Name]) ("the Contract") made between the Employer and the Contractor,
the Contractor agreed to execute the Works upon the terms contained in
the Contract.
(B) The Sub-Contractor has had an opportunity of reading and noting the
provisions of the Contract (other than details of the Contractor's
prices and rates).
(C) Pursuant to the Contract, the Contractor wishes to enter into an
agreement with the Sub-Contractor ("the Sub-Contract") for the
Sub-Contractor to carry out and complete a part of the Works as more
particularly described in the Sub-Contract ("the Sub-Contract Works").
(D) The Contract stipulates that the Contractor shall obtain the consent of
the Engineer (as identified in the Contract) before entering into the
Sub-Contract, and that the Contractor shall procure that the
Sub-Contractor executes a warranty in favour of the Employer.
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NOW IT IS HEREBY AGREED as follows:
1. Where applicable, words and expressions used in this Warranty shall have
the meaning assigned to them in the Contract.
2. In consideration of the Employer accepting this Warranty pursuant to the
Contract and the Engineer consenting to the Contractor and the Sub-
Contractor entering into the Sub-Contract, the Sub-Contractor warrants
and undertakes to the Employer that:
(a) he shall execute the Sub-Contract Works, and has carried out and
will carry out each and all of the obligations, duties and
undertakings of the Sub-Contractor under the Sub-Contract when
and if such obligations, duties and undertakings shall become
due and performable, in accordance with the terms of the
Sub-Contract (as the same may from time to time be varied or
amended with the consent of the Engineer); and
(b) he shall supply the Engineer with all information which the
Engineer may reasonably require from time to time in relation to
the progress of the Sub-Contract Works.
3. The Sub-Contractor undertakes to indemnify the Employer against each and
every liability which the Employer may have to any person whatsoever and
against any claims, demands, proceedings, loss, damages, costs and
expenses sustained, incurred or payable by the Employer to the extent
arising from breach of this Warranty by the Sub-Contractor provided that
the Sub-Contractor shall have no greater liability to the Employer by
virtue of this Clause 3 than the liability of the Contractor to the
Employer under the Contract to the extent that the same shall have
arisen by reason of any breach by the Sub-Contractor of his obligations
under the Sub-Contract.
4. No allowance of time by the Employer hereunder or by the Contractor
under the Sub-Contract nor any forbearance or forgiveness in or in
respect of any matter or thing concerning this Warranty or the
Sub-Contract on the part of the Employer or the Contractor, nor anything
that the Employer or the Contractor may do or omit or neglect to do,
shall in any way release the Sub-Contractor from any liability under
this Warranty.
5. The Sub-Contractor agrees that he will not, without first giving the
Employer not less than 21 (twenty-one) days' prior notice in writing,
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exercise any right he may have to terminate the Sub-Contract or his
employment thereunder or withhold performance of his obligations under
the Sub-Contract
6. (a) Notwithstanding anything to the contrary in the Sub-Contract, if
the Contract or the employment of the Contractor under the
Contract is terminated for any reason whatsoever and if so
requested by the Employer in writing within 21 (twenty-one) days
of such termination, the Sub-Contractor shall enter into a
novation agreement with the Employer and the Contractor in which
the Sub-Contractor will undertake, inter alia, to perform the
Sub-Contract and be bound by its terms as if the Employer had
originally been named as a contracting party in place of the
Contractor and as if neither the Contract or the Contractor's
employment thereunder nor the Sub-Contract or the
Sub-Contractor's employment thereunder had been terminated. The
said novation agreement will be in such form as the Employer may
reasonably require.
(b) If the Employer does not require the Sub-Contractor to enter
into a novation agreement as required by Clause 6(a) above, the
Sub-Contractor shall have no claim whatsoever against the
Employer for any damage, loss or expense howsoever arising out
of or in connection with this Warranty.
7. Insofar as the copyright or other intellectual property rights (in Hong
Kong or any country) in any plans, calculations, drawings, documents,
materials, know-how and information relating to the Sub-Contract Works
shall be vested in the Sub-Contractor, the Sub-Contractor grants to the
Employer, his successors and assigns a royalty free, non-exclusive and
irrevocable licence (carrying the right to grant sub-licences) to use
and reproduce any of the works, designs or inventions incorporated and
referred to in such documents or materials and any such know-how and
information for all purposes relating to the Works or the Project
(including without limitation the design, construction, reconstruction,
completion, maintenance, reinstatement, extension, repair and operation
of the Works or any part of the Project). To the extent that beneficial
ownership of any such copyright or other intellectual property right is
vested in anyone other than the Sub-Contractor, the Sub-Contractor shall
use his best endeavours to procure that the beneficial owner thereof
shall grant a like licence to the Employer. Any licence granted pursuant
to this Clause 7 shall not be determined if the Sub-Contractor shall for
any reason cease to be employed in connection with the Sub-Contract
Works and the Sub-Contractor shall execute all documents and take all
such other
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steps as may be necessary to effect and protect the licences (including,
without limitation, registration and notification to purchasers of the
Sub-Contractor's or other owner's rights).
8. If there is any ambiguity or conflict between the terms of the
Sub-Contract and this Warranty, the terms of this Warranty shall
prevail.
9. The provisions of this Warranty shall be without prejudice to and shall
not be deemed or construed so as to limit or exclude any right or remedy
which the Employer may have against the Sub-Contractor whether in tort
or otherwise.
10. (a) The Employer shall be entitled at any time, without the consent
of the Sub-Contractor, to assign or transfer the benefit of this
Warranty or any part thereof, any interest thereon or thereunder
and any right thereunder, whether past, existing or future, to
any third party.
(b) In the event of any such assignment or transfer by the Employer
in accordance with Clause 10(a) above, such assignee or
transferee shall from the date thereof have the same rights,
powers and remedies as it would have had if it had at all times
been the Employer under this Warranty. Without prejudice to the
generality of the foregoing, all losses, costs, demands, claims
proceedings or any other rights or benefits whatsoever, (whether
past, present or future) of the Employer related to or in any
way connected with or arising out of this Warranty, shall be
deemed to be those of any assignee or transferee of the
Employer.
11. All documents arising out of or in connection with this Warranty shall
be served:
(a) upon the Employer at [Insert Address]; and
(b) upon the Sub-Contractor, at [Insert Address], Hong Kong [SEE
NOTE 3].
12. The Employer and the Sub-Contractor may change their respective
nominated addresses for service of documents to another address in Hong
Kong by providing not less than five business days' written notice to
each other. All demands and notices shall be in writing and in English.
13. Subject to Clause 15, any dispute or difference of any kind whatsoever
between the Employer and the Sub-Contractor arising under, and out of
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or in connection with this Warranty shall be referred to arbitration and
the reference shall be a domestic arbitration for the purpose of Part II
of the Arbitration Ordinance (Cap. 341). The reference to arbitration
shall be conducted in accordance with the Arbitration Rules. References
in such rules to "Dispute" shall be deemed to include any dispute or
difference between the Employer and the Sub-Contractor.
14. The arbitrator shall have full power to open up, review and revise any
decision, opinion, instruction, notice, order, direction, withholding of
approval or consent, determination, certificate, statement of objection,
assessment or valuation of the Engineer or the Contractor relating to
the dispute or difference.
15. The Employer may by notice to the Sub-Contractor require that
(a) any dispute or difference to be referred to arbitration pursuant
to Clause 13 shall be referred to the arbitrator appointed or to
be appointed in the arbitration of any dispute or difference in
connection with the Project between the Employer and any party
other than the Sub-Contractor; or
(b) any dispute or difference in connection with the Project between
the Employer and any party other than the Sub-Contractor shall
be referred to the arbitrator appointed or to be appointed in
the arbitration of any dispute or difference referred pursuant
to Clause 13,
and any dispute or difference as aforesaid shall be so referred and the
Sub-Contractor shall accept such reference. Any such arbitrator shall
have full power to give such orders and directions as he shall think fit
in relation to the conduct of any disputes or differences including, but
not limited to, the power to order consolidation and hearing together,
sequentially or separately.
16. This Warranty and all disputes arising under, out of or in connection
therewith shall be governed by and construed according to the laws for
the time being in force in Hong Kong and, subject to Clause 13, the Sub-
Contractor agrees to submit to the non-exclusive jurisdiction of the
Courts of Hong Kong.
IN WITNESS whereof this Warranty has been executed as a deed on the date first
before written.
- 5/8 -
THE SEAL of )
THE KOWLOON-CANTON )
RAILWAY CORPORATION is hereunto )
affixed by authority of the Managing Board; )
signed by: )
------------------------ ------------------------
(Authorized Signature) (Authorized Signature)
------------------------ ------------------------
(Witness) (Witness)
THE COMMON SEAL of )
[Insert name of Company] )
was affixed hereto )
in the presence of: )
)
OR
SIGNED, SEALED AND DELIVERED )
by Mr [ ] )
for and on behalf of [Insert name of Company] )
as lawful attorney of the Sub-Contractor under )
Power of Attorney dated [ ] )
in the presence of [Insert name of Witness] )
as Witness )
------------------------
[SEE NOTE 4]
- 6/8 -
NOTES FOR GUIDANCE IN PREPARATION
OF WARRANTY BY SUB-CONTRACTOR
These notes are prepared in order to assist the Sub-Contractor in the
preparation of the Warranty and cross refer to the note references contained in
the draft Warranty. The note references contained in the draft Warranty shall be
deleted-from the engrossment of the Warranty when prepared by the
Sub-Contractor.
NOTE 1
At the time of preparation of the Warranty by the Sub-Contractor, the date
should be left blank. The date will be inserted by the Employer at the time of
execution of the Warranty by him.
NOTE 2
The name, place of incorporation and registered address of the Sub-Contractor
shall be inserted.
NOTE 3
The address for service shall be in Hong Kong.
NOTE 4
The Sub-Contractor shall execute the warranty under seal.
This may be done either by:
(a) affixing the Corporate Seal of the Sub-Contractor in the presence of
authorised signatories in accordance with the Articles of Association or
other constitutional documents of the Sub-Contractor; or
(b) by execution under seal by an attorney appointed by a valid and binding
Power of Attorney given by the Sub-Contractor in accordance with its
Articles of Association or other constitutional documents.
The following documents shall be submitted with the executed warranty:
1. if executed by affixing the Corporate Seal:
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(a) an extract from the Sub-Contractor's Articles of Association or
other constitutional documents dealing with the execution of
documents by use of the Corporate Seal of the Sub-Contractor;
and
(b) a copy of the Board Resolution or a copy of the minutes of the
meeting of the Board of the Sub-Contractor by which the
execution of the Warranty was approved;
2. if executed by an attorney on behalf of the Sub-Contractor:
(a) a copy of the Power of Attorney by which the attorney is
appointed by the Sub-Contractor to execute documents on its
behalf; and
(b) evidence of the authority of the person providing the Power of
Attorney to delegate powers to the attorney e.g. copy of the
Board Resolution authorising the appointment of the attorney or
extracts from the Sub-Contractor's Articles of Association or
other constitutional documents dealing with the appointment of
attorneys, together with confirmation of the position or office
held by the person giving the Power of Attorney; and
3. if the Sub-Contractor is incorporated outside of Hong Kong, a legal
opinion, if required by the Employer, in a form that shall be provided
to the Sub-Contractor confirming the validity of the execution of the
Warranty and of any Power of Attorney.
- 8/8 -
SCHEDULE 2
FORM OF INDEPENDENT CHECKING ENGINEER WARRANTY
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SCHEDULE 2
FORM OF INDEPENDENT CHECKING ENGINEER WARRANTY
THIS AGREEMENT is made the day of 200[ ] [SEE NOTE 1].
BETWEEN:
(1) [Insert name of Independent Checking Engineer] a company incorporated in
and in accordance with the laws of [Insert Jurisdiction of
Incorporation] [SEE NOTE 2] of [Insert Registered Address of Independent
Checking Engineer] ("the Independent Checking Engineer"); and
(2) THE KOWLOON-CANTON RAILWAY CORPORATION of KCRC House, No. 9, Lok King
Street, Fo Tan, Shatin, New Territories, Hong Kong (together with its
successors and assigns, "the Employer").
WHEREAS:
(A) By a contract dated [Insert date of Letter of Acceptance issued by the
Corporation] (Contract No. [Insert Contract Number] - [Insert Contract
Name]) ("the Contract") made between the Employer and [Insert name of
Contractor] ("the Contractor"), the Contractor has agreed to execute the
Works upon the terms contained in the Contract.
(B) The Contractor and the Independent Checking Engineer have entered into
an agreement ("the Design Check Agreement") by which the Independent
Checking Engineer has undertaken the design checking obligations
specified in the Contract.
(C) The Design Check Agreement stipulates that the Independent Checking
Engineer is obliged to provide the Employer with an executed warranty in
the terms hereof.
NOW IT IS HEREBY AGREED as follows:
1. In this Warranty, words and expressions shall have the meanings assigned
to them in the Contract, except where the context otherwise requires.
2. The Independent Checking Engineer warrants and undertakes to the
Employer that it has exercised and will in carrying out the duties and
- 1/8 -
functions ascribed to it in the Design Check Agreement, continue to
exercise all the skill and care to be expected of a professionally
qualified and competent Independent Checking Engineer experienced in
carrying out services which are of a similar nature and scope as the
services to be performed under the Design Check Agreement.
3. The Independent Checking Engineer undertakes to indemnify the Employer
against each and every liability which the Employer may have to any
person whatsoever and against any claims, demands, proceedings, loss,
damages, costs and expenses sustained, incurred or payable by the
Employer to the extent arising from breach of this Warranty by the
Independent Checking Engineer, provided that the Independent Checking
Engineer shall have no greater liability to the Employer by virtue of
this Clause 3 than the liability of the Independent Checking Engineer to
the Contractor under the Design Check Agreement to the extent that the
same shall have arisen by reason of any breach by the Independent
Checking Engineer of his obligations under the Design Check Agreement.
4. No allowance of time by the Employer under the Contract or by the
Contractor under the Design Check Agreement nor any forbearance or
forgiveness in or in respect of any matter or thing concerning this
Warranty or the Design Check Agreement on the part of the Employer or
the Contractor nor anything that the Employer or the Contractor may do
or omit or neglect to do, shall in any way release the Independent
Checking Engineer from any liability under this Warranty.
5. The Independent Checking Engineer agrees that he will not without first
giving the Employer not less than 21 (twenty one) days' prior notice in
writing exercise any right he may have to terminate the Design Check
Agreement or his employment thereunder or withhold performance of his
obligations under the Design Check Agreement.
6. (a) Notwithstanding anything to the contrary in the Design Check
Agreement, if the Contract or the employment of the Contractor
under the Contract is terminated for any reason whatsoever and
if so requested by the Employer in writing within 21 (twenty
one) days of such termination, the Independent Checking Engineer
shall enter into a novation agreement with the Employer and the
Contractor in which the Independent Checking Engineer will
undertake, inter alia, to perform the Design Check Agreement and
be bound by its terms as if the Employer had originally been
named as the contracting party in place of the Contractor and as
if neither the Contract or the Contractor's employment
thereunder had been terminated. The said novation agreement will
be in such form as the Employer may reasonably require.
- 2/8 -
(b) If the Employer does not require the Independent Checking
Engineer to enter into a novation agreement as required by
Clause 6(a) above, the Independent Checking Engineer shall have
no claim whatsoever against the Employer for any damage, loss or
expense howsoever arising out of or in connection with this
Warranty.
7. Except to the extent (if any) expressly permitted by the Design Check
Agreement, the Independent Checking Engineer shall not sub-contract any
of his obligations under the Design Check Agreement without the prior
written consent of the Employer.
8. The Independent Checking Engineer acknowledges that the Employer shall
be entitled to assign the benefit of this Warranty at any time without
the consent of the Independent Checking Engineer being required.
9. The Independent Checking Engineer undertakes that no material variation
or amendment to or waiver of the terms of the Design Check Agreement
shall be agreed with the Contractor without the prior written consent of
the Employer.
10. Nothing in this Warranty shall be taken as diminishing or increasing any
liability on the part of the Independent Checking Engineer under the
Design Check Agreement.
11. The Independent Checking Engineer acknowledges that it has not relied on
any information relating to the Project, the Site or the Works provided
directly or indirectly by the Employer and that the Employer shall have
no liability or responsibility to the Independent Checking Engineer for
any such information in the absence of fraud.
12. (1) Insofar as the patent, copyright or other intellectual property
rights in any plans, calculations, drawings, documents,
materials, know-how and information relating to the execution of
the Works shall be vested in the Independent Checking Engineer,
the Independent Checking Engineer grants to the Employer a
royalty-free, non-exclusive and irrevocable licence (carrying
the right to grant sub-licences) to use and reproduce any of the
works, designs or inventions incorporated and referred to in
such documents or materials and any such know-how and
information for all purposes relating to the Works (including,
without limitation the design, construction, reconstruction,
completion, maintenance, reinstatement, extension, repair and
operation of the Works). To the extent beneficial ownership of
any such patent, copyright or other
- 3/8 -
intellectual property right is vested in anyone other than the
Independent Checking Engineer, the Independent Checking Engineer
shall use its reasonable endeavours to procure that the
beneficial owner thereof shall grant a like licence to the
Employer. Any such licence granted shall not be determined if
the Design Check Agreement shall be revoked or expire or if the
Design Check Agreement shall be terminated.
(2) In the event of the Independent Checking Engineer ceasing to be
employed under the Design Check Agreement for any reason
whatever, the Independent Checking Engineer shall provide to the
Employer for the retention and use by it, all drawings,
diagrams, specifications, calculations and other data and
information which the Independent Checking Engineer has prepared
or are within its possession or control relating to the Works
whether or not previously provided.
13. All documents arising out of or in connection with this Warranty shall
be served:
(1) upon the Employer at [Insert Address]; and
(2) upon the Independent Checking Engineer at [Insert Address], Hong
Kong. [SEE NOTE 3]
14. The Employer and the Independent Checking Engineer may change their
respective nominated addresses for service of documents to another
address in Hong Kong but only by prior written notice to each other. All
demands and notices must be in writing.
15. This Warranty shall be governed by and construed according to the laws
for the time being in force in Hong Kong and, subject to Clause 16, the
Independent Checking Engineer agrees to submit to the non-exclusive
jurisdiction of the Courts of Hong Kong.
16. (1) Any dispute or difference of any kind whatsoever between the
Employer and the Independent Checking Engineer arising under,
out of or in connection with this Warranty shall be referred to
arbitration in accordance with the Arbitration Rules. The
reference shall be a domestic arbitration for the purpose of
Part II of the Arbitration Ordinance (Cap. 341). References to
"Dispute" in such arbitration rules are deemed to include any
such dispute or difference between the Employer and the
Independent Checking Engineer.
- 4/8 -
(2) In the event that the Employer is of the opinion that the issues
in such a dispute or difference will or may touch upon or
concern a dispute or difference arising under, out of or in
connection with the Contract ("the Contract Dispute") then
provided that an arbitrator has not already been appointed
pursuant to Clause 16(1), the Employer may by notice in writing
to the Independent Checking Engineer require and the Independent
Checking Engineer shall be deemed to have consented to the
referral of such dispute or difference to the arbitrator to whom
the Contract Dispute has been or will be referred.
(3) Save as expressly otherwise provided, the arbitrator shall have
full power to open up, review and revise any decision, opinion,
instruction, notice, order, direction, withholding of approval
or consent, determination, certificate, statement of objection,
assessment or valuation of the Employer or the Engineer under
the Contract and the Independent Checking Engineer or the
Contractor relating to the dispute or difference
IN WITNESS whereof this Warranty has been executed as a deed on the date first
above written.
THE SEAL of )
THE KOWLOON-CANTON )
RAILWAY CORPORATION )
is hereunto affixed by authority of the )
Managing Board; and signed by: )
------------------------ ------------------------
(Authorized Signature) (Authorised Signature)
------------------------ ------------------------
(Witness) (Witness)
- 5/8 -
THE COMMON SEAL of )
[Insert name of Independent Checking Engineer] )
was affixed hereto )
in the presence of: )
)
OR
SIGNED, SEALED AND DELIVERED )
by Mr [ ] )
for and on behalf of [Insert name of Independent )
Checking Engineer] )
as lawful attorney of the Independent Checking Engineer )
under Power of Attorney dated [ ] )
in the presence of [Insert name of Witness] )
as Witness )
---------------------------
[SEE NOTE 4]
- 6/8 -
NOTES FOR GUIDANCE IN PREPARATION
OF WARRANTY BY INDEPENDENT CHECKING ENGINEER
These notes are prepared in order to assist the Independent Checking Engineer in
the preparation of the Warranty and cross refer to the note references contained
in the draft Warranty. The note references contained in the draft Warranty shall
be deleted from the engrossment of the Warranty when prepared by the Independent
Checking Engineer.
NOTE 1
At the time of preparation of the Warranty by the Independent Checking Engineer,
the date should be left blank. The date will be inserted by the Employer at the
time of execution the Warranty by him.
NOTE 2
The jurisdiction in which the Independent Checking Engineer is incorporated
shall be inserted.
NOTE 3
The address for service shall be in Hong Kong.
NOTE 4
The Independent Checking Engineer shall execute the warranty under seal.
This may be done either by:
(a) affixing the Corporate Seal of the Independent Checking Engineer in the
presence of authorised signatories in accordance with the Articles of
Association or other constitutional documents of the Independent
Checking Engineer; or
(b) by execution under seal by an attorney appointed by a valid and binding
Power of Attorney given by the Independent Checking Engineer in
accordance with its Articles of Association or other constitutional
documents.
The following documents shall be submitted with the executed warranty:
- 7/8 -
1. if executed by affixing the Corporate Seal:
(a) an extract from the Independent Checking Engineer's Articles of
Association or other constitutional documents dealing with the
execution of documents by use of the Corporate Seal of the
Independent Checking Engineer; and
(b) a copy of the Board Resolution or a copy of the minutes of the
meeting of the Board of the Independent Checking Engineer by
which the execution of the warranty was approved;
2. if executed by an attorney on behalf of the Independent Checking
Engineer:
(a) a copy of the Power of Attorney by which the attorney is
appointed by the Independent Checking Engineer to execute
documents on its behalf; and
(b) evidence of the authority of the person providing the Power of
Attorney to delegate powers to the attorney e.g. copy of the
Board Resolution authorising the appointment of the attorney or
extracts from the Independent Checking Engineer's Articles of
Association or other constitutional documents dealing with the
appointment of attorneys together with confirmation of the
position or office held by the person giving the Power of
Attorney; and
3. if the Independent Checking Engineer is incorporated outside of Hong
Kong, a legal opinion, if required by the Employer, in a form that shall
be provided to the Independent Checking Engineer, confirming the
validity of the execution of the Warranty and of any Power of Attorney.
- 8/8 -
SCHEDULE 3
ARTICLES OF AGREEMENT
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SCHEDULE 3
ARTICLES OF AGREEMENT
THIS AGREEMENT is made the day of 200[ ].
BETWEEN:
(1) THE KOWLOON-CANTON RAILWAY CORPORATION of KCRC House, No. 9, Lok King
Street, Fo Tan, Shatin, New Territories, Hong Kong (together with its
successors and assigns, "the Employer"); and
(2) [ ] a company incorporated in and in accordance
with the laws of [ ] of [ ] [and [ ] a company
incorporated in and in accordance with the laws of [ ] of
[ ]]* ("the Contractor").
WHEREAS:
(A) The Employer requires the Works to be executed as part of the Project
and has accepted the Tender.
(B) The Contractor has [jointly and severally]* agreed to execute the Works.
NOW IT IS HEREBY AGREED as follows:
1. In consideration of the payments to be made by the Employer to the
Contractor as hereinafter mentioned, the Contractor hereby [jointly and
severally]* covenants with the Employer to execute the Works in
accordance with the Contract.
2. The Employer hereby covenants to pay to the Contractor in consideration
of the execution of the Works the Final Contract Sum or such other sums
as may be payable to the Contractor in accordance with the Contract at
the times and in the manner prescribed by the Contract.
3. The Contract comprises the entire agreement between the parties hereto
relating to the transactions provided for therein and supersedes any
previous agreements between the parties relating thereto or any part
thereof. Save to the extent that any statement, condition,
qualification, warranty, representation or undertaking made in the
Tender, or in any discussion or correspondence thereon or relating
thereto, is expressly
- 1/3 -
incorporated in the Contract, the same is not so incorporated and is
hereby withdrawn.
4. The Employer's address for service of documents shall be the address
first referred to above and the Contractor's address for service of
documents shall be [ ] Hong Kong**.
5. Words and expressions used in these Articles of Agreement shall have the
same meaning as are respectively assigned to them in Clause 1 of the
General Conditions attached hereto.
* To be retained if Contractor comprises more than one legal entity.
** Address for Service of documents shall be in Hong Kong.
IN WITNESS whereof this Agreement has been executed as a deed the day and year
first above written.
THE SEAL of )
THE KOWLOON-CANTON )
RAILWAY CORPORATION )
is hereunto affixed by authority of the )
Managing Board; and signed by: )
------------------------ ------------------------
(Authorized Signature) (Authorised Signature)
------------------------ ------------------------
(Witness) (Witness)
- 2/3 -
*** THE COMMON SEAL of )
[ ] )
was affixed hereto )
in the presence of: )
)
------------------------
------------------------
OR
SIGNED, SEALED AND DELIVERED )
by Mr [ ] )
for and on behalf of [Insert name of Company] )
as lawful attorney of the Contractor under )
Power of Attorney dated [ ] )
in the presence of [Insert name of Witness] )
as Witness )
------------------------
*** Each legal entity shall execute these Articles of Agreement under Seal
by affixing the Corporate Seal of each company or by execution under
seal by an attorney appointed by the Contractor.
- 3/3 -
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SCHEDULE 4
FORM OF DRAFT LEGAL OPINION
(FOR ARTICLES OF AGREEMENT)
This page left blank intentionally
SCHEDULE 4
LEGAL OPINION
[To be prepared on headed notepaper of legal adviser]
We write this letter in our capacity as legal adviser to [Insert name of
Contractor or entity included in the Contractor] ("the Company"). We have
examined the following documents:
1. a certified copy of the Memorandum and Articles of Association (or
equivalent) of the Company;
2. a certified copy of the Power of Attorney dated [Insert date of Power of
Attorney] appointing Mr. [Insert name of attorney] as the true and
lawful attorney of the Company in Hong Kong for the purposes specified
in the said Power of Attorney;
3. a certified copy of the resolution of the Board of Directors of the
Company authorising the appointment of Mr. [Insert name of attorney] as
the true and lawful attorney of the Company in Hong Kong as aforesaid;
and
4. such other records and documents as we have deemed necessary or
appropriate for the purposes of this opinion.
Based upon such examination we are of the opinion that:
1. the Company is a company duly incorporated and validly existing under
the laws of [Insert country of incorporation of the Company] and has
full power and authority to carry on its business as it is now being
conducted;
2. the Company has the corporate power to enter into and perform contracts
with the Kowloon-Canton Railway Corporation and has taken all necessary
corporate and legal action in that regard;
3. the Company may by its nominated attorney execute contracts as deeds and
the Company may accept and undertake all the consequences arising
therefrom as if it had been able to affix a seal to such contracts in
accordance with the laws of Hong Kong; and
- 1/2 -
4. the Power of Attorney confers, under the laws of [Insert the proper law
of the Power of Attorney] a valid and binding authority on the nominated
attorney to execute contracts as deeds by attaching his personal seal
thereto in Hong Kong in accordance with the laws of Hong Kong, and such
legal, valid and binding obligations of the Company as arise under the
Contract under the laws of Hong Kong will constitute legal, valid and
binding obligations of the Company in and under the laws of [Insert
country of incorporation of the Company].
Notwithstanding the foregoing we make the following provisos to this opinion:
(i) we express no opinion with regard to any laws other than the laws of
[Insert country of incorporation of the Company].
(ii) we have assumed that all documents examined by us are genuine and are
signed by the persons by whom they are purported to be signed.
This opinion is given in connection with a contract to be entered into by the
Company with the Kowloon-Canton Railway Corporation and may be relied on solely
by the Kowloon-Canton Railway Corporation and its successors and assigns. It is
not made available for any other purpose and may not be relied upon by any other
persons.
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SCHEDULE 5
FORM OF CONTRACTOR'S BOND
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SCHEDULE 5
FORM OF CONTRACTOR'S BOND
[To be prepared on headed notepaper of the Bondsman]
BY THIS BOND dated the day of 200[ ].
[Insert name of Bondsman] a company incorporated in and in accordance with the
laws of [Insert Jurisdiction of Incorporation] of [Insert Registered Address and
Place of Business in Hong Kong of Bondsman] [SEE NOTE 1] ("the Bondsman") is
irrevocably and unconditionally bound to THE KOWLOON-CANTON RAILWAY CORPORATION
of KCRC House, ▇▇.▇, ▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇, ▇▇ ▇▇▇, ▇▇▇▇▇▇, ▇▇▇ ▇▇▇▇▇▇▇▇▇▇▇, ▇▇▇▇ ▇▇▇▇
(together with its successors and assigns, "the Employer") in the sum of [Insert
amount of Bonded Sum in words] Hong Kong Dollars (HK$[Insert amount of Bonded
Sum in figures]) ("the Bonded Sum") for payment of which sum the Bondsman binds
himself in accordance with the provisions of this Bond.
WHEREAS:
(A) By a contract dated [Insert date of Letter of Acceptance issued by the
Corporation] (Contract No. [Insert Contract number] - [Insert Contract
name]) ("the Contract") made between the Employer and the Contractor,
the Contractor has agreed to execute the Works upon the terms contained
in the Contract.
(B) Pursuant to the terms of the Contract, the Contractor agreed to procure
the provision to the Employer of a Bond in the terms hereof.
NOW THE TERMS of this Bond are:
1. Where applicable, words and expressions used in this Bond shall have the
meaning assigned to them in the Contract.
2. If, in the Employer's opinion, the Contractor is or has been in default
in respect of any of his obligations under the Contract, the Bondsman
shall upon demand made by the Employer in writing and without conditions
or proof of the said default or amount demanded, pay the amount
identified in the demand in respect of the damages, losses, charges,
costs or
- 1/5 -
expenses sustained by the Employer by reason of the default, up to the
amount of the Bonded Sum.
3. The liability of the Bondsman under this Bond shall remain in full force
and effect and shall not be affected or discharged in any way by, and
the Bondsman hereby waives notice of.
(a) any suspension of the Works or variation to or amendment of the
Works or the Contract (including, without limitation, extension
of time for performance and adjustment to the amount payable to
the Contractor under the Contract);
(b) the termination of the Contract or of the employment of the
Contractor under the Contract;
(c) any forbearance or waiver of any right of action or remedy the
Employer may have against the Contractor, or negligence by the
Employer in enforcing any such right of action or remedy;
(d) any other bond, security or guarantee held or obtained by the
Employer for any of the obligations of the Contractor under the
Contract or any release or waiver thereof;
(e) any act or omission of the Contractor pursuant to any other
arrangement with the Bondsman;
(f) the issue of any Stage Certificate, Handing Over Certificate or
Substantial Completion Certificate in respect of any part of the
Works or any Section, save for the last Section to be
substantially completed;
(g) any breach of the Contract by or other default of the Employer;
and
(h) any provision of the Contract being or becoming illegal,
invalid, void, voidable or unenforceable.
4. The liability of the Bondsman under this Bond shall cease on whichever
of the following events first occurs:
(a) payment by the Bondsman of the Bonded Sum in full to the
Employer;
(b) issue of the Substantial Completion Certificate for the Works;
or
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(c) return of the Bond by the Employer to the Contractor.
5. The Bondsman acknowledges that the Employer shall be entitled to assign
the benefit of this Bond or any part thereof, any interest therein or
thereunder and any right thereunder, whether past, existing or future,
at any time, without the consent of the Bondsman or the Contractor being
required.
6. All documents arising out of or in connection with this Bond shall be
served upon the Bondsman, at [Insert Address] Hong Kong in English [SEE
NOTE 2].
7. The Bondsman may change his nominated address for service of documents
to another address in Hong Kong but only by prior written notice to the
Employer.
8. This Bond shall be governed by and construed according to the laws for
the time being in force in Hong Kong and the Bondsman agrees to submit
to the non-exclusive jurisdiction of the Courts of Hong Kong.
IN WITNESS whereof this Bond has been executed as a deed on the date first above
written.
THE COMMON SEAL of )
[Insert name of Bondsman] )
was affixed hereto in )
the presence of: )
)
OR
SIGNED, SEALED AND DELIVERED )
by Mr [ ] )
for and on behalf of [Insert name of )
Bondsman] )
as lawful attorney of the Bondsman )
under Power of Attorney )
dated [ ] in the )
presence of [Insert name of Witness] )
as Witness )
------------------------
[SEE NOTE 3]
- 3/5 -
NOTES FOR GUIDANCE IN PREPARATION OF BOND BY
BONDSMAN
These notes are prepared in order to assist the Bondsman in the preparation of
the Contractor's Bond and cross refer to the note references contained in the
draft Bond. The note references contained in the draft Bond shall be deleted
from the engrossment of the Bond when prepared by the Bondsman.
NOTE 1
The place of incorporation of the Bondsman shall be inserted together with:
(a) its registered address in the place of incorporation; and
(b) the address of its place of business in Hong Kong.
NOTE 2
The address for service of notices and demands on the Bondsman shall be in Hong
Kong and, preferably, at the Bondsman's place of business in Hong Kong.
NOTE 3
The Contractor's Bond shall be executed under seal by the Bondsman.
This may be done either by:
(a) affixing the Corporate Seal of the Bondsman in the presence of
authorised signatories in accordance with the Articles of Association or
other constitutional documents of the Bondsman; or
(b) by execution under seal by an attorney appointed by a valid and binding
Power of Attorney given by the Bondsman in accordance with its Articles
of Association or other constitutional documents.
The following documents shall be submitted with the executed Bond:
1. if executed by affixing the Corporate Seal:
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(a) an extract from the Bondsman's Articles of Association or other
constitutional documents dealing with the execution of documents
by use of the Corporate Seal of the Bondsman; and
(b) a copy of the Board Resolution or a copy of the minutes of the
meeting of the Board of the Bondsman, by which the execution of
the Bond was approved; and
2. if executed by an attorney on behalf of the Bondsman:
(a) a copy of the Power of Attorney by which the attorney is
appointed by the Bondsman to execute documents on its behalf;
and
(b) evidence of the authority of the person providing the Power of
Attorney to delegate the powers to the attorney e.g. copy of the
Board Resolution authorising the appointment of the attorney or
extracts from the Bondsman's Articles of Association or other
constitutional documents dealing with the appointment of
attorneys, together with confirmation of the position or office
held by the person giving the Power of Attorney.
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SCHEDULE 6
FORM OF PARENT COMPANY GUARANTEE
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SCHEDULE 6
FORM OF PARENT COMPANY GUARANTEE
THIS GUARANTEE is made the day of 200[ ].
BY:
[Insert name of Parent Company] a company incorporated in and in accordance with
the laws of [Insert Jurisdiction of Incorporation] of [Insert Registered
Address] [and [Insert name of Second Parent Company if appropriate] a company
incorporated in accordance with the laws of [Insert Jurisdiction of
Incorporation] of [Insert Registered Address], jointly and severally,]
[SEE NOTE 1] ("the Guarantor");
IN FAVOUR OF:
THE KOWLOON-CANTON RAILWAY CORPORATION of KCRC House, No. 9, Lok King Street, Fo
Tan, Shatin, New Territories, Hong Kong (together with its successors and
assigns, "the Employer").
WHEREAS:
(A) By a contract dated [Insert date of Letter of Acceptance issued by the
Corporation] (Contract No. [Insert Contract number] - [Insert Contract
name]) ("the Contract") made between the Employer and the Contractor,
the Contractor has agreed to execute the Works upon the terms contained
in the Contract.
(B) Pursuant to the terms of the Contract, the Contractor agreed to procure
the provision of a guarantee in the terms hereof. [SEE NOTE 2]
(C) At the request of the Contractor, the Guarantor has [jointly and
severally] [SEE NOTE 1] agreed to guarantee performance of the Contract
by the Contractor [SEE NOTE 3] as set out herein.
IT IS HEREBY AGREED as follows:
1. Where applicable, words and expressions used in this Guarantee shall
have the meaning assigned to them in the Contract.
2. In consideration of the Employer accepting this Guarantee pursuant to
the Contract, the Guarantor [jointly and severally] [SEE NOTE 1]
irrevocably and unconditionally guarantees to the Employer, as a primary
obligation and
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not as a surety, due performance by the Contractor of all of his
obligations and liabilities under and arising out of the Contract save
that nothing herein shall be construed as imposing greater obligations
or liabilities on the Guarantor than are imposed on the Contractor by
the Contract.
3. The obligations of the Guarantor under this Guarantee shall remain in
full force and effect and shall not be discharged in any way by and the
Guarantor hereby waives notice of:
(a) any suspension of the Works or variation to or amendment of the
Works or the Contract (including, without limitation, extension
of time for performance and adjustment to the amount payable to
the Contractor under the Contract);
(b) any provision of the Contract being or becoming illegal,
invalid, void, voidable or unenforceable;
(c) the termination of the Contract or of the employment of the
Contractor under the Contract;
(d) any forbearance or waiver of any right of action or remedy the
Employer may have against the Contractor or negligence by the
Employer in enforcing any such right of action or remedy;
(e) any bond, security or other guarantee held or obtained by the
Employer for any of the obligations of the Contractor under the
Contract or any release or waiver thereof; and
(f) any breach of the Contract or other default of the Employer.
4. This Guarantee shall extend to any variation of or amendment to the
Contract and to any agreement supplemental thereto agreed between the
Employer and the Contractor and the Guarantor hereby authorises the
Employer and the Contractor to make any such amendment, variation or
supplemental agreement without notice to or consent of the Guarantor.
5. This Guarantee is a continuing guarantee and accordingly shall cover all
of the obligations and liabilities of the Contractor under and arising
out of the Contract and shall remain in full force and effect until all
the said obligations and liabilities of the Contractor have been carried
out, completed and discharged in accordance with the Contract. This
Guarantee is in addition to any other security which the Employer may at
any time hold and may be enforced without first having recourse to any
such security or taking any steps or proceedings against the Contractor.
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6. Until the date of issue of the Defects Liability Certificate, the
Guarantor shall not on any ground whatsoever make any claim or threaten
to make any claim whether by proceedings or otherwise against the
Contractor nor, if the Contractor comprises more than one entity,
against any such entity for the recovery of any sum paid by the
Guarantor pursuant to this Guarantee. Any such claim shall be
subordinate to any claims (contingent or otherwise) which the Employer
may have against the Contractor and/or any entity as aforesaid arising
out of or in connection with the Contract until such time as the
Employer's claims shall be satisfied by the Contractor and/or any entity
as aforesaid or the Guarantor as the case may be. To that intent, the
Guarantor shall not claim or have the benefit of any security which the
Employer holds or may hold for any monies or liabilities due or incurred
by the Contractor and/or any entity as aforesaid to the Employer and, in
case the Guarantor receives any sum from the Contractor and/or any
entity as aforesaid in respect of any payment by the Guarantor
hereunder, the Guarantor shall hold such sum in trust for the Employer
for so long as any sum is payable (contingently or otherwise) under this
Guarantee.
7. The Employer shall be entitled at any time, without the consent of the
Guarantor to assign or transfer the benefit of this Guarantee or any
part thereof, any interest therein or thereunder and any right
thereunder, whether past, existing or future, to any third party. In the
event of any assignment or transfer by the Employer as aforesaid, the
assignee or transferee shall from the date thereof have the same rights,
powers and remedies as it would have had if it had at all times been the
Employer under this Guarantee.
8. All documents arising out of or in connection with this Guarantee shall
be served upon the Guarantor, at [Insert Address], Hong Kong
[SEE NOTE 4].
9. The Guarantor may change its nominated address for service of documents
to another address in Hong Kong by providing not less than five business
days' written notice to the Employer. All demands and notices shall be
in writing and in English.
10. This Guarantee shall be governed by and construed according to the laws
for the time being in force in Hong Kong and the Guarantor agrees to
submit to the non-exclusive jurisdiction of the Courts of Hong Kong.
IN WITNESS whereof this Guarantee has been executed as a deed on the date first
before written.
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THE COMMON SEAL of )
[ ] )
was affixed hereto in )
the presence of: )
)
OR
SIGNED, SEALED AND DELIVERED )
by Mr [ ] )
for and on behalf of [Insert name of Parent Company) )
as lawful attorney of the Guarantor under )
Power of Attorney dated [ ] )
in the presence of [Insert name of Witness] )
as Witness )
------------------------
[SEE NOTES 1 AND 5)
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NOTES FOR GUIDANCE IN PREPARATION
OF GUARANTEE BY GUARANTOR
These notes are prepared in order to assist the Guarantor in the preparation of
the Guarantee and cross refer to the note references contained in the draft
Guarantee. The note references contained in the draft Guarantee shall be deleted
from the engrossment of the Guarantee when prepared by the Guarantor.
NOTE 1
If more than one company executes this Guarantee in respect of the Contractor or
any entity comprising the Contractor (e.g. because the Contractor or any entity
has more than one parent company) the Guarantors under the Guarantee shall have
joint and several liability and the square brackets shall be deleted.
If only one party is acting as Guarantor under the Guarantee, the square
brackets and the words within, relating to the second Parent Company and joint
and several liability, should be deleted.
NOTE 2
If the Contractor comprises more than one legal entity, a Guarantee in this form
shall be provided in respect of each entity.
NOTE 3
If the circumstances referred to under Note 2 apply, and the Contractor
comprises more than one legal entity, the Guarantor shall guarantee the
performance of the Contractor as a whole because each entity comprising the
Contractor shall have joint and several liability for the acts and omissions of
the Contractor as a whole.
NOTE 4
The address for service shall be in Hong Kong.
NOTE 5
Each entity comprising the Guarantor shall execute the Guarantee under seal.
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This may be done either by:
(a) affixing the Corporate Seal of the Guarantor in the presence of
authorised signatories in accordance with the Articles of Association or
other constitutional documents of the Guarantor; or
(b) by execution under seal by an attorney appointed by a valid and binding
Power of Attorney given by the Guarantor in accordance with its Articles
of Association or other constitutional documents.
The following documents shall be submitted with the executed Guarantee:
1. if executed by affixing the Corporate Seal:
(a) an extract from the Guarantor's Articles of Association dealing
with the execution of documents by use of the Corporate Seal of
the Guarantor or other constitutional documents; and
(b) a copy of the Board Resolution or a copy of the minutes of the
meeting of the Board of the Guarantor by which the execution of
the Guarantee was approved; and
2. if executed by an attorney on behalf of the Guarantor:
(a) a copy of the Power of Attorney by which the attorney is
appointed by the Guarantor to execute documents on its behalf;
and
(b) evidence of the authority of the person providing the Power of
Attorney to delegate powers to the attorney e.g. copy of the
Board Resolution authorising the appointment of the attorney or
extracts from the Guarantor's Articles of Association or other
constitutional documents dealing with the appointment of
attorneys together with confirmation of the position or office
held by the person giving the Power of Attorney.
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SCHEDULE 7
FORM OF PARENT COMPANY UNDERTAKING
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SCHEDULE 7
FORM OF PARENT COMPANY UNDERTAKING
THIS UNDERTAKING is made the day of 200[ ].
BY:
[Insert name of Parent Company] a company incorporated in and in accordance with
the laws of [Insert Jurisdiction of Incorporation] [SEE NOTE 1] of [Insert
Registered Address of Parent Company] ("the Parent Company")
IN FAVOUR OF:
THE KOWLOON-CANTON RAILWAY CORPORATION of KCRC House, No. 9, Lok King Street, Fo
Tan, Shatin, New Territories, Hong Kong (together with its successors and
assigns, "the Employer").
WHEREAS:
(A) By a contract dated [Insert date of Letter of Acceptance issued by the
Corporation] (Contract No. [Insert Contract number] - [Insert Contract
name]) ("the Contract") made between the Employer and the Contractor,
the Contractor has agreed to execute the Works upon the terms contained
in the Contract.
(B) Pursuant to the terms of the Contract, the Contractor agreed to procure
the provision of an Undertaking in the terms hereof.
(C) The Parent Company is the beneficial owner of [Insert Percentage]% [SEE
NOTE 2] of the issued share capital of (the Contractor) [SEE NOTE 3]
(D) At the request of the Contractor, the Parent Company has agreed to
provide this Undertaking.
NOW IT IS HEREBY UNDERTAKEN AND AGREED as follows:-
1. Where applicable, words and expressions used in this Undertaking shall
have the meaning assigned to them in the Contract
2. In consideration of the Employer accepting this Undertaking pursuant to
the Contract, the Parent Company hereby undertakes to the Employer that
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at any time prior to the issue of the Defects Liability Certificate, it
will not, [(and will procure that none of the companies referred to in
Recital (C) will)] [SEE NOTE 6] without the prior written consent of the
Employer:
(a) sell, transfer, assign or otherwise dispose of or deal with
ownership of the whole or any part of [EITHER] (the shareholding
or other interest in the (Contractor)) [SEE NOTE 4]; [OR] (the
shareholdings or other interests) [SEE NOTE 5] referred to in
Recital (C) in any way which will affect the beneficial
ownership and control in (the Contractor) [SEE NOTE 4] of the
Parent Company (and the companies referred to in Recital (C))
[SEE NOTE 6]; and
(b) take any action which may result in the Contractor being unable
to comply with his obligations or perform in any way his duties
under the Contract (or take any action which may result in
[Insert name of Subsidiary] being unable to comply with its
obligations or perform in any way its duties under the [Insert
"Joint Venture", "Consortium" or other agreement as appropriate]
agreement) [SEE NOTE 7]
until such time as the Defects Liability Certificate has been issued by
the Engineer and further that it will procure (that [Insert name of
Subsidiary] will take all steps necessary to procure) [SEE NOTE 7]
compliance by the Contractor with the provisions of the Contract.
3. The obligations of the Parent Company under this Undertaking shall
remain in full force and effect and shall not be discharged in any way
by and the Parent Company hereby waives notice of:
(a) any suspension of the Works or variation or amendment to the
Works or the Contract (including without limitation extension of
time for performance or adjustment to the amount payable to the
Contractor under the Contract);
(b) any provision of the Contract being or becoming illegal,
invalid, void, voidable or unenforceable;
(c) the termination of the Contract or of the employment of the
Contractor (and/or [Insert name of Subsidiary]) [SEE NOTE 8]
under the Contract;
(d) any forbearance or waiver of any right of action or remedy the
Employer may have against the Contractor (and/or [Insert name
- 2/7 -
of Subsidiary]) [SEE NOTE 8], or negligence by the Employer in
enforcing any such right of action or remedy;
(e) any bond, security or other guarantee held or obtained by the
Employer for any of the obligations of the Contractor (and/or
[Insert name of Subsidiary]) [SEE NOTE 8] under the Contract or
any release or waiver thereof; and
(f) any breach of the Contract or other default of the Employer.
4. This Undertaking shall extend to any variation of or amendment to the
Contract and to any agreement supplemental thereto agreed between the
Employer and the Contractor (and/or [Insert name of Subsidiary]) [SEE
NOTE 8] and the Parent Company hereby authorises the Employer and the
Contractor (and/or [Insert name of Subsidiary]) [SEE NOTE 8] to make any
such amendment, variation or supplemental agreement without notice to or
the consent of the Parent Company.
5. The Employer shall be entitled at any time, without the consent of the
Parent Company, to assign or transfer the benefit of this Undertaking or
any part thereof, any interest therein or thereunder and any right
thereunder, whether past, existing or future, to any third party. In the
event of any such assignment or transfer by the Employer, the assignee
or transferee shall from the date thereof have the same rights, powers
and remedies as it would have had if it had at all times been the
Employer under this Undertaking.
6. All documents arising out of or in connection with this Undertaking
shall be served upon the Parent Company, at [Insert Address], Hong Kong
[SEE NOTE 9].
7. The Parent Company may change its nominated address for service of
documents to another address in Hong Kong by providing not less than
five business days' written notice to the Employer. All demands and
notices shall be in writing and in English.
8. This Undertaking shall be governed by and construed according to the
laws for the time being in force in Hong Kong and the Parent Company
agrees to submit to the non exclusive jurisdiction of the Courts of Hong
Kong.
IN WITNESS whereof this Undertaking has been executed as a deed by the Parent
Company on the date first before written.
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THE COMMON SEAL of )
[Insert name of Parent Company] )
was affixed hereto )
in the presence of: )
)
OR
SIGNED, SEALED AND DELIVERED )
by Mr [ ] )
for and on behalf of [Insert name of Parent Company] )
as lawful attorney of the Parent Company under )
Power of Attorney dated [ ] )
in the presence of [Insert name of Witness] )
as Witness )
----------------------------------------
[SEE NOTE 10]
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NOTES FOR GUIDANCE IN PREPARATION
OF UNDERTAKING BY PARENT COMPANY
These notes are prepared in order to assist the Parent Company in the
preparation of the Parent Company Undertaking and cross refer to the note
references contained in the draft Undertaking itself. The note references
contained in the draft Undertaking shall be deleted from the engrossment of the
Undertaking when prepared by the Parent Company.
NOTE 1
The jurisdiction in which the Parent Company is incorporated shall be inserted.
NOTE 2
If the Parent Company is not the immediate parent company, the chain of
ownership through the intermediate parent companies should be set out which
identifies each company in the chain and the shareholding in each subsidiary.
NOTE 3
If the Contractor comprises more than one company, the words ("the Contractor")
shall be replaced by the name of the subsidiary which is included in the
Contractor, and all other Joint Venture or Consortium members should be
identified.
NOTE 4
If Note 3 applies, refer to the subsidiary of the Parent Company and not the
Contractor.
NOTE 5
If Note 2 is applicable (i.e. there are intermediate parent companies) use this
alternative.
NOTE 6
If Note 2 is applicable add this provision.
- 5/7 -
NOTE 7
If Note 3 is applicable (i.e. the Contractor comprises more than one legal
entity), add this provision and insert the name of the subsidiary.
NOTE 8
If Note 3 applies, add this provision and insert the name of the subsidiary. In
Clause 2(b) (only) insert the Joint Venture or other relevant agreement.
NOTE 9
The address for service shall be in Hong Kong.
NOTE 10
Each entity comprising the Parent Company shall execute the Undertaking under
seal.
This may be done either by:
(a) affixing the Corporate Seal of the Parent Company in the presence of
authorised signatories in accordance with the Articles of Association or
other constitutional documents of the Parent Company; or
(b) by execution under seal by an attorney appointed by a valid and binding
Power of Attorney given by the Parent Company in accordance with its
Articles of Association or other constitutional documents.
The following documents shall be submitted with the executed Undertaking:
1. if executed by affixing the Corporate Seal:
(a) an extract from the Parent Company's Articles of Association or
other constitutional documents dealing with the execution of
documents by use of the Corporate Seal of the Parent Company;
and
(b) a copy of the Board Resolution or a copy of the minutes of the
meeting of the Board of the Parent Company by which the
execution of the Undertaking was approved; and
2. if executed by an attorney on behalf of the Parent Company:
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(a) a copy of the Power of Attorney by which the attorney is
appointed by the Parent Company to execute documents on its
behalf; and
(b) evidence of the authority of the person providing the Power of
Attorney to delegate powers to the attorney e.g. copy of the
Board Resolution authorising the appointment of the attorney or
extracts from the Parent Company's Articles of Association or
other constitutional documents dealing with the appointment of
attorneys together with confirmation of the position or office
held by the person giving the Power of Attorney.
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SCHEDULE 8
FORM OF OFF-SHORE MANUFACTURING BOND
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SCHEDULE 8
FORM OF OFF-SHORE MANUFACTURING BOND
[To be prepared on headed notepaper of Bondsman]
BY THIS BOND dated the day of 200[ ] [Insert name of Bondsman] a company
incorporated in and in accordance with the laws of [Insert Jurisdiction of
Incorporation] of [Insert Registered Address and Place of Business in Hong Kong
of Bondsman] [SEE NOTE 1] ("the Bondsman") is irrevocably and unconditionally
bound to THE KOWLOON-CANTON RAILWAY CORPORATION of KCRC House, No. 9, Lok King
Street, Fo Tan, Shatin, New Territories, Hong Kong, (together with its
successors and assigns, "the Employer") for payment of a sum not exceeding the
sum stated in Clause 2 below in accordance with the provisions of this Bond.
WHEREAS:
(A) By a contract dated [Insert date of Letter of Acceptance issued by the
Corporation] (Contract No. [Insert Contract Number] - [Insert Contract
Name]) ("the Contract") made between the Employer and the Contractor,
the Contractor has agreed to execute the Works upon the terms contained
in the Contract.
(B) Pursuant to the terms of the Contract, the Employer is obliged to pay
the Contractor the sum of [Insert amount in words] Hong Kong dollars
(HK$[Insert amount in figures]) [SEE NOTE 2] ("the Off-shore Payment")
by instalments in accordance with the Interim Payment Schedule for the
activities described in Cost Centre [No. ] [SEE NOTE 3].
(C) Pursuant to the said activities, certain components of the Works falling
within Cost Centre [No. ] [SEE NOTE 3] ("the Manufactured Goods") as
identified in the Schedule of Goods Manufactured Offshore contained in
the Pricing Document, are to be manufactured offshore Hong Kong for
subsequent delivery to and installation at the Site.
(D) Pursuant to the terms of the Contract, the Contractor, as a condition
precedent to his entitlement to receive any payment instalment under
Cost Centre [No. ] [SEE NOTE 3] is obliged to provide a bond in the
terms hereof.
NOW THE TERMS of this Bond are:
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1. Where applicable, words and expressions used in this Bond shall have the
meaning assigned to them in the Contract.
2. The Bondsman hereby irrevocably and unconditionally undertakes to pay to
the Employer an amount not exceeding [Insert amount in words] Hong Kong
dollars (HK$[Insert amount in figures]) [SEE NOTE 4] upon receipt from
the Employer of a written demand substantially in the form of the
Schedule to this Bond signed on behalf of the Employer stating:-
(a) either that the Contractor is in default of his obligations
under the Contract or that the Employer is entitled to terminate
or has terminated the Contract or the employment of the
Contractor under the Contract; and
(b) the amount due and payable under this Bond in accordance with
Clause 4 below.
3. The Bondsman shall pay to the Employer the amount thus demanded without
requiring further evidence or proof of:
(a) the default of the Contractor;
(b) the Employer's entitlement to terminate the Contract or the
employment of the Contractor under the Contract;
(c) any termination of the Contract or the employment of the
Contractor under the Contract; or
(d) the amount due and payable under this Bond.
4. The amount payable under this Bond shall be the aggregate of the
instalments of the Off-shore Payment (net of Retention Moneys) prior to
the date of the written demand referred to in Clause 2 above less the
aggregate as certified by the Engineer of any and all sums in respect of
the Manufactured Goods delivered to Hong Kong in accordance with the
terms of the Contract provided always that the liability of the Bondsman
under this Bond shall not exceed the sum stated in Clause 2 above.
5. The liability of the Bondsman under this Bond shall remain in full force
and effect and shall not be affected or discharged in any way by, and
the Bondsman hereby waives notice of.
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(a) any suspension of the Works or variation to, or amendment of the
Contract or the Works (including without limitation extension of
time for performance and adjustment to the amount payable under
the Contract);
(b) the termination of the Contract or of the employment of the
Contractor under the Contract;
(c) any forbearance or waiver of any right of action or remedy the
Employer may have against the Contractor or negligence by the
Employer in enforcing any such right of action or remedy;
(d) any other bond, security or guarantee held or obtained by the
Employer for any of the obligations of the Contractor under the
Contract or any release or waiver thereof,
(e) any act or omission of the Contractor pursuant to any other
arrangement with the Bondsman;
(f) any breach of the Contract or other default of the Employer, and
(g) any provision of the Contract being or becoming illegal,
invalid, void, voidable or unenforceable.
6. The liability of the Bondsman under this Bond shall cease on whichever
of the following events first occurs:
(a) payment in full by the Bondsman to the Employer of a sum
demanded under Clause 2 above;
(b) receipt of written notification from the Engineer that all of
the Manufactured Goods have been delivered to Hong Kong and
inspected by him; or
(c) [Insert date] [SEE NOTE 5]
7. The Employer shall be entitled at any time, without the consent of the
Bondsman, to assign or transfer the benefit of this Bond or any part
thereof, any interest therein or thereunder and any right thereunder,
whether past, existing or future, to any third party. In the event of
any assignment or transfer by the Employer as aforesaid, the assignee or
transferee shall from the date thereof have the same rights, powers and
remedies as it would have had if it had at all times been the Employer
under this Bond.
- 3/7 -
8. Any documents arising out of or in connection with this Bond shall be
served upon the Bondsman, at [Insert Address] Hong Kong [SEE NOTE 6].
9. The Bondsman may change his nominated address for service of documents
to another address in Hong Kong but only by prior written notice to the
Employer. All demands and notices shall be in writing and in English.
10. This Bond shall be governed and construed according to the laws for the
time being in force in Hong Kong and the Bondsman agrees to submit to
the non-exclusive jurisdiction of the Courts of Hong Kong.
IN WITNESS whereof this Bond has been executed as a deed on the date first
before written.
THE COMMON SEAL of )
[Insert name of Bondsman] )
was affixed hereto in )
the presence of. )
)
OR
SIGNED, SEALED AND DELIVERED )
by Mr [ ] )
for and on behalf of [Insert name )
of Bondsman] )
as lawful attorney of the Bondsman )
under a Power of Attorney )
dated [ ] in the )
presence of [Insert Name of Witness] )
as witness: )
---------------------------------------
[SEE NOTE 7]
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SCHEDULE TO BOND
FORM OF DEMAND
To: [ ]
Hong Kong
For the attention of: [ ]
[ ], 200[ ]
Dear Sirs,
Contract No.
Bond for Offshore Manufacture No.[ ]
1. We refer to the Bond for Off-shore Manufacture No. [ ] dated [ ],
200[ ].
2. Terms defined in the above Bond have the same meaning when used in this
demand.
3. We confirm [EITHER] (that the Contractor is in default of his
obligations under the Contract) [OR] (that the Employer is entitled to
terminate or has terminated the Contract or the employment of the
Contractor under the Contract).
4. We now demand payment of HK$[ figures ] ([ words ] Hong Kong dollars) by
[ ], 200[ ], being the amount due in accordance with Clause 4 of the
above Bond.
5. We confirm that the signatories of this letter are authorised by the
Employer to make this demand on behalf of the Employer.
6. This demand is governed by Hong Kong law.
Yours faithfully,
(Authorised Signatory)
--------------------
for and on behalf of
THE KOWLOON-CANTON RAILWAY CORPORATION
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NOTES FOR GUIDANCE IN PREPARATION OF OFF-SHORE
MANUFACTURING BOND
These notes are prepared in order to assist the Bondsman in the preparation of
the Off-shore Manufacturing Bond(s) and cross refer to the note references
contained in the draft of the Bond. The note references contained in the draft
Bond shall be deleted from the engrossments of the Bonds when prepared by the
Bondsman.
NOTE 1
The place of incorporation of the Bondsman should be inserted together with:
(a) its registered address in the place of incorporation; and
(b) the address of its place of business in Hong Kong.
NOTE 2
This amount shall be the Cost Centre Value of the relevant Cost Centre which is
to be paid for offshore goods or, where relevant, the part of the Cost Centre
Value.
NOTE 3
Insert relevant Cost Centre numbers as referred to in the Pricing Document
contained in the Contract.
NOTE 4
The amount to be inserted shall be 95% of the figure referred to in Recital (B).
NOTE 5
The date to be inserted shall be in accordance with the Preamble to the Pricing
Document.
NOTE 6
The address for service shall be in Hong Kong.
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NOTE 7
The Bond shall be executed under seal by the Bondsman.
This may be done either by:
(a) affixing the Corporate Seal of the Bondsman in the presence of
authorised signatories in accordance with the Articles of Association or
other constitutional documents of the Bondsman; or
(b) by execution under seal by an attorney appointed by a valid and binding
Power of Attorney given by the Bondsman in accordance with its Articles
of Association or other constitutional documents.
The following documents shall be submitted with the executed Bond:
1. if executed by affixing the Corporate Seal:
(a) an extract from the Bondsman's Articles of Association or other
constitutional documents dealing with the execution of documents
by use of the Corporate Seal of the Bondsman; and
(b) a copy of the Board Resolution or a copy of the minutes of the
meeting of the Board of the Bondsman, by which the execution of
the Bond was approved; and
2. if executed by an attorney on behalf of the Bondsman:
(a) a copy of the Power of Attorney by which the attorney is
appointed by the Bondsman to execute documents on its behalf;
and
(b) evidence of the authority of the person providing the Power of
Attorney to delegate the powers to the attorney e.g. copy of the
Board Resolution authorising the appointment of the attorney or
extracts from the Bondsman's Articles of Association or other
constitutional documents dealing with the appointment of
attorneys together with confirmation of the position or office
held by the person giving the Power of Attorney.
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SCHEDULE 9
FORM OF DRAFT LEGAL OPINIONS
Part A - For Parent Company Guarantees
Part B - For Parent Company Undertakings
Part C - For Bonds
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SCHEDULE 9
PART A - DRAFT LEGAL OPINION
FOR PARENT COMPANY GUARANTEES
[To be prepared on headed notepaper of legal adviser]
We write this letter in our capacity as legal adviser to [Insert name of Parent
Company] ("the Parent Company"). We have examined the following documents:
1. a certified copy of the Memorandum and Articles of Association (or
equivalent) of the Parent Company;
2. a certified copy of the Power of Attorney dated [Insert date of Power of
Attorney] appointing Mr. [Insert name of attorney] as the true and
lawful attorney of the Parent Company in Hong Kong for the purposes
specified in the said Power of Attorney;
3. a certified copy of the resolution of the Board of Directors of the
Parent Company authorising the appointment of Mr. [Insert name of
attorney] as the true and lawful attorney of the Parent Company in Hong
Kong as aforesaid; and
4. such other records and documents as we have deemed necessary or
appropriate for the purposes of this opinion.
Based upon such examination we are of the opinion that:
1. the Parent Company is a company duly incorporated and validly existing
under the laws of [Insert country of incorporation of the Parent
Company] and has full power and authority to carry on its business as it
is now being conducted;
2. the Parent Company has the corporate power to provide a Guarantee in
favour of the Kowloon-Canton Railway Corporation and has taken all
necessary corporate and legal action in that regard;
3. the Parent Company may by its nominated attorney execute instruments as
deeds and the Parent Company may accept and undertake all the
consequences arising therefrom as if it had been able to affix a seal to
such instruments in accordance with the laws of Hong Kong; and
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4. the Power of Attorney confers, under the laws of [Insert the proper law
of the Power of Attorney] a valid and binding authority on the nominated
attorney to execute instruments as deeds by attaching his personal seal
thereto in Hong Kong in accordance with the laws of Hong Kong, and such
legal, valid and binding obligations of the Parent Company as arise
under the Guarantee under the laws of Hong Kong will constitute legal,
valid and binding obligations of the Parent Company in and under the
laws of [Insert country of incorporation of the Parent Company].
Notwithstanding the foregoing, we make the following provisos to this opinion:
(i) we express no opinion with regard to any laws other than the laws of
[Insert country of incorporation of the Parent Company]; and
(ii) we have assumed that all documents examined by us are genuine and are
signed by the persons by whom they are purported to be signed.
This opinion is given in connection with the provision of a Guarantee by the
Parent Company in favour of the Kowloon-Canton Railway Corporation and may be
relied on solely by the Kowloon-Canton Railway Corporation and its successors
and assigns. It is not made available for any other purpose and may not be
relied upon by any other persons.
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SCHEDULE 9
PART B - DRAFT LEGAL OPINION
FOR PARENT COMPANY UNDERTAKINGS
[To be prepared on headed notepaper of legal adviser]
We write this letter in our capacity as legal adviser to [Insert name of Parent
Company] ("the Parent Company"). We have examined the following documents:
1. a certified copy of the Memorandum and Articles of Association (or
equivalent) of the Parent Company;
2. a certified copy of the Power of Attorney dated [Insert date of Power of
Attorney] appointing Mr. [Insert name of attorney] as the true and
lawful attorney of the Parent Company in Hong Kong for the purposes
specified in the said Power of Attorney;
3. a certified copy of the resolution of the Board of Directors of the
Parent Company authorising the appointment of Mr. [Insert name of
attorney] as the true and lawful attorney of the Parent Company in Hong
Kong as aforesaid; and
4. such other records and documents as we have deemed necessary or
appropriate for the purposes of this opinion.
Based upon such examination we are of the opinion that:
1. the Parent Company is a company duly incorporated and validly existing
under the laws of [Insert country of incorporation of the Parent
Company] and has full power and authority to carry on its business as it
is now being conducted;
2. the Parent Company has the corporate power to provide an Undertaking in
favour of the Kowloon-Canton Railway Corporation and has taken all
necessary corporate and legal action in that regard;
3. the Parent Company may by its nominated attorney execute instruments as
deeds and the Parent Company may accept and undertake all the
consequences arising therefrom as if it had been able to affix a seal to
such instruments in accordance with the laws of Hong Kong; and
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4. the Power of Attorney confers, under the laws of [Insert the proper law
of the Power of Attorney] a valid and binding authority on the nominated
attorney to execute instruments as deeds by attaching his personal seal
thereto in Hong Kong in accordance with the laws of Hong Kong, and such
legal, valid and binding obligations of the Parent Company as arise
under the Undertaking under the laws of Hong Kong will constitute legal,
valid and binding obligations of the Parent Company in and under the
laws of [Insert country of incorporation of the Parent Company].
Notwithstanding the foregoing, we make the following provisos to this opinion:
(i) we express no opinion with regard to any laws other than the laws of
[Insert country of incorporation of the Parent Company]; and
(ii) we have assumed that all documents examined by us are genuine and are
signed by the persons by whom they are purported to be signed.
This opinion is given in connection with the provision of an Undertaking by the
Parent Company in favour of the Kowloon-Canton Railway Corporation and may be
relied on solely by the Kowloon-Canton Railway Corporation and its successors
and assigns. It is not made available for any other purpose and may not be
relied upon by any other persons.
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SCHEDULE 9
PART C - DRAFT LEGAL OPINION FOR BONDS
[To be prepared on headed notepaper of legal adviser]
We write this letter in our capacity as legal adviser to [Insert name of Bank]
("the Bank"). We have examined the following documents:
1. a certified copy of the Memorandum and Articles of Association (or
equivalent) of the Bank;
2. a certified copy of the Power of Attorney dated [Insert date of Power of
Attorney] appointing Mr. [Insert name of attorney] as the true and
lawful attorney of the Bank in Hong Kong for the purposes specified in
the said Power of Attorney;
3. a certified copy of the resolution of the Board of Directors of the Bank
authorising the appointment of Mr. [Insert name of attorney] as the true
and lawful attorney of the Bank in Hong Kong as aforesaid; and
4. such other records and documents as we have deemed necessary or
appropriate for the purposes of this opinion.
Based upon such examination we are of the opinion that:
1. the Bank is a company duly incorporated and validly existing under the
laws of [Insert country of incorporation of the Bank] and has full power
and authority to carry on its business as it is now being conducted;
2. the Bank has the corporate power to provide a bond in favour of the
Kowloon-Canton Railway Corporation and has taken all necessary corporate
and legal action in that regard;
3. the Bank may by its nominated attorney execute instruments as deeds and
the Bank may accept and undertake all the consequences arising therefrom
as if it had been able to affix a seal to such instruments in accordance
with the laws of Hong Kong; and
4. the Power of Attorney confers, under the laws of [Insert the proper law
of the Power of Attorney] a valid and binding authority on the nominated
attorney to execute instruments as deeds by attaching his personal seal
thereto in Hong Kong in accordance with the laws of Hong Kong, and such
legal,
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valid and binding obligations of the Bank as arise under the Bond under
the laws of Hong Kong will constitute legal, valid and binding
obligations of the Bank in and under the laws of [Insert country of
incorporation of the Bank].
Notwithstanding the foregoing, we make the following provisos to this opinion:
(i) we express no opinion with regard to any laws other than the laws of
[Insert country of incorporation of the Bank]; and
(ii) we have assumed that all documents examined by us are genuine and are
signed by the persons by whom they are purported to be signed.
This opinion is given in connection with the provision of a bond by the Bank in
favour of the Kowloon-Canton Railway Corporation and may be relied on solely by
the Kowloon-Canton Railway Corporation and its successors and assigns. It is not
made available for any other purpose and may not be relied upon by any other
persons.
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SCHEDULE 10
INSURANCE POLICY
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SCHEDULE 10
INSURANCE POLICY
PREAMBLE
1. In accordance with Clause 32.1, the Employer shall take out a
Contractor's All Risks and Third Party Legal Liability policy of
insurance in the terms of the Policy Document provided herewith and with
deductibles as stated therein.
2. In addition, the Employer shall take out excess Third Party Legal
Liability insurance to a maximum limit of HK$1,000,000,000 (Hong Kong
Dollars one thousand million) for any one occurrence/unlimited in the
aggregate, during the period of the Project, in the same terms as the
Primary Third Party Legal Liability, Section 2, of the policy provided
herewith.
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SCHEDULE 11
PART A
MARINE VESSEL LIABILITY INSURANCE
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SCHEDULE 11
PART A
MARINE VESSEL LIABILITY INSURANCE
Class of Amount of
Marine Vessels Type of Claim Cover Required
--------------------------------------------------------------------------------
I A minimum HK$50m
I B minimum HK$3m
II A minimum US$50m
II B minimum US$50m
Class I is marine vessels of less than 2500 gross registered tons.
Class II is marine vessels of more than 2500 gross registered tons.
A:- Claims arising from pollution by petroleum or other similar hazardous
products.
B:- All other claims.
N.B. 1. The amounts stated as "minimum" in the column "Amount of Cover
Required" shall apply to each and every accident, occurrence or
claim.
2. The insurance required for Class II marine vessels shall be
either:-
A. A Certificate of Entry with a mutual protection and
indemnity association (P&I Club) endorsed to include (or
with an additional policy to cover) the "Specialist
Operations Buyback Cover" with a limit of indemnity of
not less than US$50 million.
B. A marine insurance policy subject to the "C300 Time
Clauses" or equivalent either endorsed to include or
with separate additional policies to cover:-
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i. Pollution Risks
ii. Institute War and Strike Clauses - Hulls Time
iii. Protection and Indemnity insurance - War
(excluding crew)
iv. Protection and Indemnity insurance - War (crew)
The protection and indemnity cover provided under all of
these clauses shall be for not less than US$50 million.
General Exclusions
1) The above provisions shall not apply to Type A claims arising from an
accident or occurrence involving an unpowered vessel which:-
(a) is used or hired by a supplier, and
(b) carries not more than 1,200 litres of such products, in drums.
2) The above provisions shall not apply to Type B claims involving
unpowered Class I vessels used or hired by suppliers.
Powered Vessels
For the purposes of the above provisions, unpowered marine vessels whilst
attached to a tug are deemed to be powered.
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SCHEDULE 11
PART B
EMPLOYEE'S COMPENSATION INSURANCE
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SCHEDULE 11
PART B
EMPLOYEE'S COMPENSATION INSURANCE
1. The Employer shall facilitate the establishment of a Project Employee's
Compensation Master Policy (PWEC) with Axa General Insurance Hong Kong
Limited (Axa), an Insurance Company duly licensed by the Insurance
Authority of the Hong Kong Special Administrative Region and in terms
acceptable to the Employer.
2. In accordance with the provisions of Clause 33.1 (g) of the General
Conditions, the Contractor shall procure insurance through the
Employer's appointed broker, Aon Risk Services Hong Kong Limited (Aon)
jointly for itself and for its sub-contractors of every tier from the
Date for Commencement of the Works until the date of issue of the
Defects Liability Certificate through the PWEC under procedures to be
promulgated by the Employer before the Date of Commencement of the
Works.
3. The Contractor shall pay the Employee's Compensation Insurance (ECI)
premium and the Statutory Employee's Compensation Insurance Levy (ECIL),
and any adjustment thereof as determined by the Axa, on production of an
invoice by Aon and in any event the Contractor shall provide a payment
receipt issued by Aon within 30 days from the date of Letter of
Acceptance or within 30 days of the date of the invoice for any
adjustment. Such amount of ECI premium and ECIL, as evidenced by the
aforesaid payment receipts, will be reimbursed to the Contractor by the
Employer which, notwithstanding any other provision of the Contract,
shall be made without the deduction of Retention Moneys, by the
instruction by the Engineer of the expenditure of the applicable
Provisional Sum contained in the Pricing Document, pursuant to Clause
65.1(a) of the General Conditions. Without prejudice to any other
provision of the Contract, a certificate certifying the reimbursement
shall be issued by the Engineer within 7 days of the Contractor
presenting the said receipts to the Engineer. Notwithstanding any other
provision of the Contract, the Contractor shall not be entitled to
receive
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any overhead or profit from the Employer on the ECI premium and ECIL
reimbursed by the Employer to the Contractor in accordance with the
foregoing.
4. The insurance coverage provided by the PWEC shall follow the standard
Accident Insurance Association of Hong Kong Employee's Compensation
policy wording to indemnify the obligations of the Contractor and its
sub-contractors of every tier and shall additionally include
enhancements and extensions as set out in the following Synopsis,
subject to any amendment required by Axa, other than as a result of
default of the Employer.
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SCHEDULE 12
MEDIATION RULES
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SCHEDULE 12
MEDIATION RULES
PREAMBLE
Where any agreement provides for mediation under the Corporation's Mediation
Rules, the parties shall be taken to have agreed that the mediation shall be
conducted in accordance with the following Rules. The Rules are subject to such
modification as the parties may agree in writing at any time.
PARAGRAPH 1: MEDIATION
1.1 Mediation under these Mediation Rules is a private dispute resolution
process in which a neutral person ("the mediator") helps the parties to
reach a negotiated settlement. Mediation should be entered into by both
parties with an open mind in an attempt to settle the Dispute amicably.
The mediation process will be administered by the Hong Kong
International Arbitration Centre (HKIAC), whose current address is:
▇▇▇▇ ▇▇▇▇▇
▇▇▇, ▇▇▇▇▇▇▇▇ ▇▇▇▇▇▇
▇▇▇▇▇▇▇
▇▇▇▇ ▇▇▇▇
Telephone: (▇▇▇) ▇▇▇▇ ▇▇▇▇
Fax: (▇▇▇) ▇▇▇▇ ▇▇▇▇
1.2 Either party may require the other party to participate in a mediation
process in accordance with these Mediation Rules, as provided for in the
General Conditions of Contract, but neither party shall be bound by an
opinion, report, direction or order of the mediator except for an order
in relation to costs made under Paragraph 8. The General Conditions of
Contract require that all issues arising in a Dispute shall have been
the subject of a reference under these Mediation Rules as a condition
precedent to taking any step in arbitration proceedings.
1.3 Words and expressions used in these Mediation Rules shall have the
meaning assigned to them in the General Conditions of Contract.
PARAGRAPH 2: INITIATION OF MEDIATION PROCESS
2.1 In relation to any Dispute which has been referred to arbitration in
accordance with Clause 78.5 of the General Conditions of Contract,
either
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party may within 30 (thirty) days after receipt of a notice of
arbitration served by the other party initiate a mediation by delivering
a written request for mediation ("the Request for Mediation") to the
other party with copies to the Engineer and to the HKIAC.
2.2 The Request for Mediation shall:
2.2.1 contain a brief self-explanatory statement of the nature of the
Dispute, the quantum in dispute (if any), and the relief or
remedy sought; and
2.2.2 state the name of a person who is willing and able to act as the
mediator, his current fee rates and any other conditions of
appointment.
PARAGRAPH 3: THE MEDIATOR
3.1. Mediation under these Mediation Rules will be conducted by a single
mediator appointed in accordance with Paragraph 4. The mediator shall
have no authority under the Contract to bind the parties other than by
an order under Paragraph 8.5.
PARAGRAPH 4: RESPONSE TO REQUEST FOR MEDIATION
4.1 The party who receives a Request for Mediation may, within 7 (seven)
days of service of the Request for Mediation, serve written notice of
objection to the person nominated as the mediator. Any such notice of
objection shall put forward the names of at least two persons willing
and able to act as the mediator and their current fee rates and any
other conditions of appointment. Copies of such notice of objection
shall be sent to the Engineer and to HKIAC.
4.2 Subject to Paragraph 6, in the absence of service of a notice of
objection in accordance with Paragraph 4.1, the person nominated in the
Request for Mediation shall be deemed to be acceptable to the party
receiving a Request for Mediation.
4.3 In the event of service of a notice of objection, the parties shall
attempt to agree a person willing and able to act as the mediator and,
failing agreement within fourteen 14 (fourteen) days of service of the
notice of objection, either party may request the HKIAC to nominate a
mediator.
4.4 Within 14 (fourteen) days of receipt of a request for nomination, the
HKIAC shall nominate a mediator who is prepared to serve and is not
disqualified under Paragraph 6.
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PARAGRAPH 5: COMMENCEMENT OF THE MEDIATION
5.1 Subject to Paragraph 6, the mediation shall be deemed for the purposes
of these Mediation Rules to commence on the date ("the Mediation
Commencement Date") of appointment of a person willing and able to act
as mediator, being the date upon which:
5.1.1 the person nominated as such in the request for mediation is
deemed acceptable under Paragraph 4.2; or
5.1.2 the parties agree the identity of the mediator under Paragraph
4.3 or otherwise; or
5.1.3 the HKIAC makes a nomination under Paragraph 4.4; or
5.1.4 the HKIAC makes a nomination under Paragraph 6.
5.2 The party who served the Request for Mediation shall notify the Engineer
and the HKIAC in writing of the identity of the mediator upon receipt of
confirmation from that person of his acceptance of the appointment.
PARAGRAPH 6: DISQUALIFICATION OF THE MEDIATOR
6. No person shall serve as mediator in any Dispute in which that person
has any financial or personal interest in the result of the mediation
except by written consent of the parties. Prior to accepting an
appointment, the proposed mediator shall disclose to the HKIAC any
circumstances likely to create a presumption of bias or prevent a prompt
resolution of the Dispute. Upon receipt of the information, the HKIAC
shall immediately communicate the information in writing to the parties
for their comments. If any party serves on the HKIAC and the other party
a written objection to the proposed mediator within 7 (seven) days of
receipt of such communication, he shall not be appointed. In such a
case, within 14 (fourteen) days of such written objection, the HKIAC
shall nominate a further mediator in accordance with the terms of
Paragraph 4.4.
PARAGRAPH 7: CONDUCT OF THE MEDIATION
7.1. The mediator shall enter upon the mediation as soon as possible after
his appointment and shall use his best endeavours to conclude the
mediation as expeditiously as possible, but in any event the mediation
process shall not continue for more than 42 (forty two) days from the
Mediation Commencement Date unless the parties agree otherwise.
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7.2. The parties shall at all times give assistance to the mediator to enable
the mediation to proceed.
7.3 The parties may be represented by whomever they consider appropriate.
Within 7 (seven) days of the Mediation Commencement Date, the parties
shall inform the mediator and the other party of the names and addresses
of the individuals who will represent them in the mediation.
7.4 The mediator shall inform himself in any way he thinks fit of the nature
and facts of the Dispute including requiring the Engineer to see him.
7.5 The mediator shall conduct the mediation in such a manner as will permit
full and expeditious presentation to him by the parties of their views.
The mediator may see the parties together or separately for the purpose
of informing himself of the nature and facts of the Dispute.
7.6 If the mediator considers it appropriate, or if he is requested by the
parties, he may express preliminary views orally or in writing on the
matters in dispute during the mediation. The mediator may, and shall if
requested by the parties, seek legal or other advice from third parties
not connected with the Dispute.
7.7 During the course of the mediation, the mediator may attempt various
compromise solutions with the parties in an informal manner. Should a
solution be agreed it will be accepted by both parties in accordance
with Paragraph 7.9.
7.8 Notwithstanding Paragraph 7.1, the mediator may abandon the mediation
whenever in his judgement further efforts at mediation would not lead to
a settlement of the Dispute and he shall notify the parties in writing.
7.9 The mediation shall be a private and confidential matter between the
parties to the Contract and the procedures of the mediation should be so
conducted. In the event that the mediation is successful, neither party
shall be bound until the terms of the settlement have been recorded in
writing and signed by both parties. Copies of the signed agreement shall
be provided to the Engineer by the party issuing the Request for
Mediation, who shall also inform the HKIAC that the Dispute has been
settled.
7.10 Nothing that transpires during the course of the mediation (other than a
signed settlement agreement) shall affect the rights or prejudice the
position of the parties to the Dispute under the Contract or in any
subsequent arbitration or litigation, and, without prejudice to the
foregoing:
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(a) no opinion given, report produced and terms of settlement
recommended by the mediator shall be disclosed to the arbitrator
or court;
(b) the fact that information of whatsoever nature was made
available to the mediator shall not mean that privilege or
confidentiality is waived for any subsequent arbitration or
litigation; and
(c) the fact that the accuracy of information or the validity or
meaning of documents was not challenged during the mediation
shall not preclude a challenge in subsequent arbitration or
litigation.
PARAGRAPH 8: COSTS
8.1 Each party shall, within 7 (seven) days of the Mediation Commencement
Date, deposit the sum of HK$50,000 with the HKIAC as a payment on
account of the cost and proper expenses of the mediation. The sum of
HK$50,000 shall be subject to annual review and adjustment by the HKIAC.
8.2 The mediator may at any time during the course of the mediation require
the parties to make a further deposit or deposits with the HKIAC to
cover anticipated additional fees and expenses.
8.3 In the event of default by a party in making a deposit required under
Paragraphs 8.1 or 8.2, the other party may either:
8.3.1 make such payment itself, in which case the provisions of
Paragraph 8.5 will apply; or
8.3.2 serve notice on the party in default requiring payment within
seven 7 (seven) days failing which the mediation shall be deemed
to be abandoned upon the expiry of such period.
8.4 Subject to any order the mediator may make under Paragraph 8.5:
8.4.1 all fees and expenses of the mediator (including any costs
incurred pursuant to Paragraph 7.6) and all administrative costs
and expenses of the mediation and of the HKIAC shall be borne
equally by the parties and each party shall bear its own costs
regardless of the outcome of the mediation or of any subsequent
arbitration or litigation;
8.4.2 at the conclusion of the mediation, the HKIAC shall deduct the
costs and expenses of the mediation from the monies deposited
under Paragraphs 8.1 and 8.2 and shall return any surplus as
follows:
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8.4.2.1 in the event and to the extent of any payment made
under Paragraph 8.3.1, to the party making such
payment;
8.4.2.2 subject to Paragraph 8.4.2.1, to the parties in equal
shares.
8.4.3 in the event that at the conclusion of the mediation, the costs
and expenses of the mediation exceed the monies deposited under
Paragraphs 8.1 and 8.2, the mediator may order the shortfall to
be paid equally by the parties. The Employer will pay the full
amount of the shortfall to the HKIAC within 21 (twenty one) days
of such order and the Contractor shall reimburse the Employer
half the amount of such shortfall within 28 (twenty eight) days
of such order.
8.5 The mediator shall have power:
8.5.1 to order one party to reimburse the other party such sum or sums
as may have been deposited by the other party under Paragraph
8.3.1 to the extent that such sum or sums will not be refunded
by the HKIAC in accordance with Paragraph 8.4.2;
8.5.2 in the event that the mediator finds that the mediation has been
initiated or conducted frivolously or vexatiously, to order the
party who initiated or conducted the mediation in a frivolous or
vexatious manner to reimburse the other party, in full or in
such part as the mediator considers appropriate, in respect of:
8.5.2.1 the other party's liability for the fees and expenses
of the mediator and the administrative costs of the
mediation; and/or
8.5.2.2 the other party's legal or other costs reasonably
incurred in connection with preparation for and
attendance during the mediation, such costs to be
assessed by the mediator in default of agreement
between the parties.
8.5.3 Both parties agree to be bound by an order of the mediator made
under Paragraph 8.5 and any liability on one party to make
payment to the other party pursuant to such an order shall be
deemed a debt due.
PARAGRAPH 9: MEDIATOR NOT SUBSEQUENTLY TO ACT AS ARBITRATOR
9.1 The mediator shall not be appointed as arbitrator in any subsequent
arbitration between the parties, whether arising out of the Dispute or
otherwise arising out of the Contract unless the parties agree otherwise
in writing. Neither party shall be entitled to call the mediator as a
witness in any subsequent arbitration or litigation arising out of the
Contract. Any
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communications whether oral or written which either party shall have
with the mediator or with other parties in connection with the mediation
shall be absolutely privileged.
PARAGRAPH 10: WRITTEN RECORD
10.1 No formal written record shall be kept of the mediation process. Any
written view expressed under Paragraph 7.6 and any notes or record made
by the mediator, and/or the parties, shall remain private and
confidential and not subject to disclosure in any subsequent
proceedings.
PARAGRAPH 11: EXCLUSION OF LIABILITY
11.1 It is agreed that the mediator and the HKIAC shall not be liable to any
party for any act or omission in connection with any mediation conducted
under these Mediation Rules, save for the consequences of fraud or
dishonesty.
PARAGRAPH 12: LANGUAGE
12.1 The language of the mediation shall be English and all written
communications and hearings shall be conducted in the English language
unless the parties and the mediator otherwise agree.
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SCHEDULE 13
ARBITRATION RULES
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SCHEDULE 13
ARBITRATION RULES
PARAGRAPH 1: COMMENCEMENT OF ARBITRATION
1.1 Any party wishing to commence an arbitration under these Rules ("the
Claimant") shall send to the other party ("the Respondent") a written
notice requiring the Respondent to appoint or to concur in appointing an
Arbitrator ("Notice of Arbitration") which shall include, or be
accompanied by:
(a) the names and addresses (and telephone and fax numbers as
appropriate) of the parties to the Dispute and, where the
parties choose to be represented by a Representative (under
Paragraph 7) and wish to have communications sent to their
Representative, the Representative's name and address (and
telephone and fax numbers);
(b) reference to the principal contractual documents in which the
arbitration clause is contained or under which the arbitration
arises;
(c) a brief statement describing the nature and circumstances of the
Dispute, and specifying in outline the relief claimed; and
(d) subject to Paragraph 1.4, a proposal that the Hong Kong
International Arbitration Centre (HKIAC) appoint the arbitrator
or provide a list of up to three names from which the Respondent
may choose an Arbitrator.
The arbitration shall be deemed to commence on the date of receipt by
the Respondent of the Notice of Arbitration.
1.2 A copy of the Notice of Arbitration shall be sent to the Secretary
General of the HKIAC ("the Secretary General") at the same time that it
is sent to the Respondent.
1.3 For the purpose of facilitating the choice of the arbitrator, within 28
(twenty- eight) days of receipt of the Notice of Arbitration, the
Respondent shall send to the Claimant a Response containing:
(a) confirmation or denial of his willingness to arbitrate and, if
denial, the grounds relied upon; and
(b) subject to Paragraph 1.4:-
(i) confirmation or denial of all or part of the claims;
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(ii) a brief statement of the nature and circumstances of any
envisaged counterclaims;
(iii) details of its Representative, if appropriate; and
(iv) a response to any proposal under Paragraph 1.1(d),
including confirmation of agreement or a list of up to
three names from which the Claimant may choose an
Arbitrator.
1.4 If the parties' agreement provides that no steps shall be taken in any
reference of a Dispute to arbitration until after the substantial
completion or alleged substantial completion of works or any other
identified point in time and the Notice of Arbitration is served before
such time:
(a) the Claimant need not include in the Notice of Arbitration the
details identified in Paragraph 1.1(d);
(b) the Respondent need not include in the Response the details
identified in Paragraph 1.3(b); and
(c) if either party wishes to take steps in the reference after the
time restriction has passed, he shall serve written notice to
that effect upon the other party and:
(i) if the Claimant serves such notice, he shall include in
it the details identified in Paragraph 1.1(d);
(ii) if the Respondent serves such notice, he shall include
in it the details identified in Paragraph 1.3(b)(i) -
(iii) and a list of up to three names from which the
Claimant may choose an Arbitrator; and
(iii) the recipient of such notice shall respond accordingly
within 28 (twenty-eight) days of receiving it; in the
case of the Respondent in accordance with Paragraph
1.3(b) (insofar as he has not previously responded) and
in the case of the Claimant by confirmation of agreement
to a name in the Respondent's list or by submitting a
list of up to three names from which the Respondent may
choose an Arbitrator, and
(iv) for the purposes of Paragraph 3.3 only, the commencement
of the arbitration shall be deemed to be the date of
receipt of such notice.
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1.5 A copy of the Response shall be sent to the Secretary General at the
same time that it is sent to the Claimant.
1.6 Failure to send a Response shall not preclude the Respondent from
denying the claim nor from setting out a counterclaim in its Statement
of Defence.
PARAGRAPH 2: APPOINTING AUTHORITY
2.1 Unless otherwise agreed by the parties, the Appointing Authority shall
be the HKIAC whose current address is:
▇▇▇▇ ▇▇▇▇▇
▇▇▇, ▇▇▇▇▇▇▇▇ ▇▇▇▇▇▇
▇▇▇▇▇▇▇
▇▇▇▇ ▇▇▇▇
Tel: (▇▇▇) ▇▇▇▇ ▇▇▇▇
Fax: (▇▇▇) ▇▇▇▇ ▇▇▇▇
2.2 Any application to the Appointing Authority to act in accordance with
the Rules shall be accompanied by:
(a) copies of the Notice of Arbitration and Response and any other
related correspondence;
(b) confirmation in writing that a copy of the application has been
sent to or received by the other party; and
(c) particulars of any method or criteria of selection of the
arbitrator agreed by the parties.
PARAGRAPH 3: APPOINTMENT OF ARBITRATOR
3.1 There shall be a sole Arbitrator.
3.2 (a) The Arbitrator shall be and remain at all times wholly
independent and impartial and shall not act as advocate for any
party.
(b) Prior to and after appointment, the Arbitrator shall disclose to
the parties any circumstances likely to create an impression of
bias or prevent a prompt resolution of the Dispute between the
parties. Except by consent of the parties, no person shall serve
as an Arbitrator in any Dispute in which that person has any
interest which, if a party knew of it, might lead him to think
that the Arbitrator might be biased.
- 3/12 -
3.3 The Arbitrator may be appointed by agreement of the parties. Failing
such agreement within 42 (forty-two) days of the commencement of the
arbitration in accordance with Paragraph 1, the Arbitrator shall upon
the application of either party be appointed by the Appointing
Authority.
3.4 If the Arbitrator, after appointment, dies, is unable to act, or refuses
to act, the Appointing Authority will, upon request by either party,
appoint another Arbitrator.
PARAGRAPH 4: COMMUNICATION BETWEEN PARTIES AND THE ARBITRATOR
4.1 Where the Arbitrator sends any communication to one party, he shall send
a copy to the other party.
4.2 Where a party sends any communication (including Statements and
documents under Paragraph 6) to the Arbitrator, it shall be copied to
the other party and be indicated to the Arbitrator to have been so
copied.
4.3 The addresses of the parties for the purpose of all communications
arising under the Rules shall be those set out in the Notice of
Arbitration, or as either party may at any time notify the Arbitrator
and the other party.
4.4 Unless the contrary is proved, any communication by post shall be deemed
to be received in the ordinary course of mail and any instantaneous
means of communication (e.g. facsimile) shall be deemed to be received
on the same day as transmitted. It shall be a condition of valid service
by facsimile that the hard copy is subsequently sent forthwith to the
recipient by hand or post
4.5 All communications between the parties and the Arbitrator (and vice
versa) and any other information concerning the arbitration shall not be
disclosed to third parties without the agreement of all parties.
PARAGRAPH 5: CONDUCT OF THE PROCEEDINGS
5.1 In the absence of procedural rules agreed by the parties or contained
herein, the Arbitrator shall have the widest discretion allowed by law
to conduct the proceedings so as to ensure the just, expeditious,
economical, and final determination of the Dispute.
5.2 Any party wishing the Arbitrator to adopt a simplified or expedited
procedure should apply to the Arbitrator as soon as is reasonably
practicable after the Arbitrator's acceptance of his appointment.
- 4/12 -
PARAGRAPH 6: SUBMISSION OF WRITTEN STATEMENTS AND DOCUMENTS
6.1 Subject to any procedural rules agreed by the parties or determined by
or requested from the Arbitrator under Paragraph 5, the written stage of
the proceedings shall be as set out in this Paragraph (and in accordance
with Paragraph 4).
6.2 Within 28 (twenty-eight) days of receipt by the Claimant of notification
of the Arbitrator's acceptance of the appointment, the Claimant shall
send to the Arbitrator a Statement of Claim setting out a full
description in narrative form of the nature and circumstances of the
Dispute specifying all factual matters and, if necessary for the proper
understanding of the claim, a summary of any propositions of law relied
upon.
6.3 Within 35 (thirty-five) days of receipt of the Statement of Claim, the
Respondent shall send to the Arbitrator a Statement of Defence setting
out a full description in narrative form which of the factual matters
and propositions of law in the Statement of Claim he admits or denies,
on what grounds, and specifying any other factual matters and, if
necessary for the proper understanding of the defence, a summary of any
propositions of law relied upon. Any Counterclaims shall be submitted
with the Statement of Defence in the same manner as claims are set out
in the Statement of Claim.
6.4 Within 21 (twenty-one) days of receipt of the Statement of Defence, the
Claimant may send to the Arbitrator a Statement of Reply which, where
there are Counterclaims, shall include a Defence to Counterclaim.
6.5 If the Statement of Reply contains a Defence to Counterclaim, the
Respondent may within a further 21 (twenty-one) days send to the
Arbitrator a Statement of Reply regarding Counterclaims.
6.6 All Statements referred to in this Paragraph shall be accompanied by
copies (or, if they are especially voluminous and by leave of the
Arbitrator, lists) of all essential documents on which the party
concerned relies and which have not previously been submitted by any
party, and (where appropriate) by any relevant samples.
6.7 The Arbitrator may order the parties to produce any additional documents
he may specify.
6.8 As soon as practicable following completion of the submission of the
Statements specified in this Paragraph, the Arbitrator shall proceed in
such manner as has been agreed by the parties, or pursuant to his
authority under the Rules.
- 5/12 -
PARAGRAPH 7: REPRESENTATION
7.1 A party may conduct his case in person or be represented throughout or
in part by lawyers or other advisers or representatives of his choice
(the Representative). A party shall notify the Arbitrator and the other
parties of the name of his Representative and his address (and
telephone, telex and fax numbers) and of any change therein as soon as
practicable after any such change.
PARAGRAPH 8: HEARINGS
8.1 Subject to Paragraph 12, each party has the right to be heard before the
Arbitrator, unless the parties have agreed to a "documents only"
arbitration under Paragraph 24.
8.2 The Arbitrator shall fix the date, time and place of any meetings and
hearings in the arbitration, and shall give the parties reasonable
notice thereof.
8.3 The Arbitrator may in advance of hearings provide the parties with a
list of matters or questions to which he wishes them to give special
consideration.
8.4 The Arbitrator may order opening and closing statements to be in writing
and shall fix the periods of time for communicating such statements and
any replies that may be necessary.
8.5 The Arbitrator may also order a transcript of any hearing or part of any
hearing.
8.6 All meetings and hearings shall be in private unless the parties agree
otherwise.
PARAGRAPH 9: WITNESSES
9.1 The Arbitrator may require each party to give notice of the identity of
witnesses he intends to call. Before a hearing, the Arbitrator may also
require the exchange of witness statements and of expert reports.
9.2 The Arbitrator has discretion to allow, limit, or refuse to allow the
appearance of witnesses, whether witnesses of fact or expert witnesses.
9.3 Any witness who gives oral evidence may be questioned by each party or
its Representative, under the control of the Arbitrator, and may be
required by the Arbitrator to testify under oath or affirmation in
accordance with the Arbitration Ordinance. The Arbitrator may put
questions at any stage of the examination of the witnesses.
9.4 The testimony of witnesses may be presented in written form, either as
signed statements or by duly sworn affidavits, and the Arbitrator may
order that such statements or affidavits shall stand as
evidence-in-chief. Subject to Paragraph
- 6/12 -
9.2, any party may request that such a witness should attend for oral
examination at a hearing. If the witness fails to attend, the Arbitrator
may place such weight on the written testimony as he thinks fit, or may
exclude it altogether.
PARAGRAPH 10: ASSESSOR APPOINTED BY THE ARBITRATOR
10.1 Unless otherwise agreed by the parties, the Arbitrator:-
(a) may appoint an Assessor to assist him; and
(b) may require a party to give any such Assessor any relevant
information or to produce, or to provide access to, any relevant
documents, goods or property for inspection by the Assessor.
PARAGRAPH 11: POWERS AND JURISDICTION OF THE ARBITRATOR
11.1 Without prejudice to the generality of Paragraph 5.1, and unless the
parties at any time agree otherwise, the Arbitrator shall have the power
and/or jurisdiction to:-
(a) allow any party, upon such terms (as to costs and otherwise) as
he shall determine, to amend any document submitted under
Paragraph 6;
(b) extend or abbreviate any time limits provided by these Rules or
by his directions;
(c) conduct such enquiries as may appear to the Arbitrator to be
necessary or expedient;
(d) order the parties to make any property or thing available for
inspection, in their presence, by the Arbitrator or any
Assessor;
(e) order any party to produce to the Arbitrator, and to the other
parties for inspection, and to supply copies of any documents or
classes of documents in their possession, custody or power which
the Arbitrator determines to be relevant;
(f) without prejudice to Clause 78.11 of the General Conditions,
order the rectification of any mistake which he determines to be
common to the parties;
(g) rule on the existence, validity or termination of the Contract;
- 7/12 -
(h) rule on his own jurisdiction, including any objections with
respect to the existence or validity of the arbitration
agreement or to his terms of reference;
(i) determine any question of law arising in the arbitration;
(j) receive and take into account such written or oral evidence as
he shall determine to be relevant, whether or not strictly
admissible in law;
(k) proceed in the arbitration and make an award notwithstanding the
failure or refusal of any party to comply with the Rules or with
the Arbitrator's written orders or written directions, or to
exercise its right to present its case, but only after giving
that party written notice that he intends to do so;
(l) order any party to provide security for the legal or other costs
of any other party by way of deposit or bank guarantee or in any
other manner the Arbitrator thinks fit; and
(m) order any party to provide security for all or part of any
amount in dispute in the arbitration.
PARAGRAPH 12: DEFAULT BY A PARTY
12.1 If the Claimant fails to attend any hearing of which due notice has been
given, the Arbitrator may make an award on the substantive issues and an
award as to costs, with or without a hearing. If the Respondent fails to
submit a Statement of Defence or to attend any hearing after due notice
has been given, the Arbitrator may conduct the hearing in the absence of
the Respondent and make an award on the evidence.
PARAGRAPH 13: VENUE
13.1 The venue of the arbitration will be Hong Kong but the Arbitrator may
decide for the purpose of expediting any hearing or saving costs to hear
witnesses or oral argument or consult with an Assessor (if appointed) at
any place the Arbitrator deems appropriate having regard to the
circumstances of the arbitration.
PARAGRAPH 14: LANGUAGE
14.1 The language of the arbitration shall be English and all written
communications and statements and all hearings shall be conducted in the
English language unless the parties and the Arbitrator otherwise agree.
- 8/12 -
14.2 The Arbitrator may order that any documents other than written
statements which are produced in the course of the arbitration in their
original language shall be accompanied by a translation into the
language of the arbitration, such translation to be certified if not
agreed.
14.3 Unless the Arbitrator otherwise orders, witnesses shall be entitled to
give their evidence in the language of their choice and the Arbitrator
may order the translation of that evidence into the language of the
arbitration by a suitably qualified person.
PARAGRAPH 15: DEPOSITS AND SECURITY
15.1 The Arbitrator may direct the parties, in such proportions as he deems
just to make one or more deposits to secure the Arbitrator's fees and
expenses. Such deposits shall be made to and held by the Arbitrator, the
HKIAC or some other person or body to the order of the Arbitrator, as
the Arbitrator may direct, and may be drawn from as required by the
Arbitrator. Interest on sums deposited, if any, shall be accumulated to
the deposits.
PARAGRAPH 16: THE AWARD
16.1 The Arbitrator shall make his award in writing and, unless all the
parties agree otherwise, shall state the reasons upon which his award is
based. The award shall state its date and shall be signed by the
Arbitrator.
16.2 The Arbitrator shall be responsible for delivering the award or
certified copies thereof to the parties provided that the Arbitrator has
been paid his fees and expenses.
16.3 The Arbitrator may make interim awards or separate awards on different
issues at different times.
16.4 If, before me award is made, the parties agree on a settlement of the
Dispute, the Arbitrator shall either issue an order for termination of
the reference to arbitration or, if requested by both parties and
accepted by the Arbitrator, record the settlement in the form of a
consent award. The Arbitrator shall then be discharged and the reference
to arbitration concluded, subject to payment by the parties of any
outstanding fees and expenses of the Arbitrator.
PARAGRAPH 17: INTERPRETATION OF AWARDS, CORRECTION OF AWARDS AND ADDITIONAL
AWARDS
17.1 Within 14 (fourteen) days of the date of the award, unless another
period of time has been agreed upon by the parties, a party may by
written notice to the Arbitrator request the Arbitrator to give an
interpretation of the award. Such
- 9/12 -
party may also request the Arbitrator to correct in the award any errors
in computation, any clerical or typographical errors or any errors of a
similar nature. If the Arbitrator considers the request to be justified,
he shall provide an interpretation or correction within 14 (fourteen)
days of receiving the request. Any interpretation or correction shall be
given in writing and shall be notified in writing to the parties and
shall become part of the award.
17.2 The Arbitrator may correct any error of the type referred to in
Paragraph 17.1 on his own initiative within 14 (fourteen) days of the
date of the award.
17.3 Unless otherwise agreed by the parties, a party may request the
Arbitrator within 14 (fourteen) days of the date of the award, and with
written notice to the other party, to make an additional award as to
claims presented in the reference to arbitration but not dealt with in
the award. If the Arbitrator considers the request to be justified, he
shall notify the parties within 7 (seven) days and shall make the
additional award within 21 (twenty-one) days.
17.4 The provisions of Paragraph 16 shall apply to any interpretation or
correction of the award and to any additional award.
PARAGRAPH 18: PAYMENT INTO COURT
18.1 Any party may at any time avail himself of the procedure for payment
into court pursuant to the provisions of Order 73 of the Rules of the
Supreme Court of Hong Kong. No account shall be taken by the Arbitrator
of any written or oral offer of settlement where a payment into court
could have been made.
PARAGRAPH 19: COSTS
19.1 The Arbitrator shall specify in the award the total amount of his fees
and expenses, including the charges of any administrator, Assessor,
transcriber or translator. Unless the parties shall agree otherwise
after the Dispute has arisen, the Arbitrator shall determine the
proportions in which the parties shall pay such fees and expenses,
provided that the parties will be jointly and severally liable to the
Arbitrator for payment of all such fees and expenses until they have
been paid in full. If the Arbitrator has determined that all or any of
his fees and expenses shall be paid by any party other than a party
which has already paid them to the Arbitrator, the latter party shall
have the right to recover the appropriate amount from the former.
19.2 Unless the parties shall agree otherwise after the Dispute has arisen,
the Arbitrator may order in his award that all or part of the legal or
other costs of one party reasonable in amount and reasonably incurred in
respect of the arbitration in relation to the same Dispute shall be paid
by the other party. The
- 10/12 -
Arbitrator shall also have power to tax such costs and shall do so if
requested by the parties.
19.3 If the Arbitration is abandoned, suspended or concluded, by agreement or
otherwise, before the final award is made, the parties shall be jointly
and severally liable to pay to the Arbitrator his fees and expenses
including the charges of any administrator, Assessor, transcriber or
translator as determined by him.
PARAGRAPH 20: INTEREST
20.1 The Arbitrator may order that interest be paid subject to and in
accordance with the Contract
PARAGRAPH 21: EXCLUSION OF LIABILITY
21.1 Without prejudice to any existing rule of law, it is agreed that the
Arbitrator shall not be liable to any party for any act or omission in
connection with any arbitration conducted under the Rules, save for the
consequences of fraud or dishonesty.
21.2 The Appointing Authority and its Secretary General shall not be liable
to any party for any act or omission in connection with any arbitration
conducted under the Rules, save for the consequences of fraud or
dishonesty.
21.3 After the award has been made and the possibilities of interpretation,
correction and additional awards referred to in Paragraph 17 have lapsed
or been exhausted, the Arbitrator shall not be under any obligation to
make any statement to any person about any matter concerning the
arbitration, and no party shall seek to make the Arbitrator a witness in
any legal proceedings arising out of the arbitration.
PARAGRAPH 22: WAIVER
22.1 A party which knew or ought to have known of non-compliance with the
Rules and yet proceeds with the arbitration without promptly stating its
objection to such non-compliance, shall be deemed to have waived its
right to object The Arbitrator shall determine any issue which may arise
as to whether a party has waived the right to object to the
non-compliance by any other party with the Rules.
- 11/12 -
PARAGRAPH 23: INTERPRETATION AND GENERAL CLAUSES ORDINANCE
23.1 The Interpretation and General Clauses Ordinance (or any statutory
modification or re-enactment thereof for the time being in force) shall
apply to the Rules.
PARAGRAPH 24: DOCUMENTS-ONLY ARBITRATION
24.1 Where the parties have agreed that a documents-only arbitration
procedure shall be adopted, the parties shall not be entitled to a
hearing and the testimony of any witness shall be presented in written
form and shall be submitted in accordance with Paragraph 6.6. If the
Arbitrator feels unable to make an award on the basis of the documents
submitted, he shall be entitled to require further evidence or
submissions whether oral or in writing,
24.2 If a party fails to submit any statement in accordance with Paragraph 6,
the Arbitrator may make an award on the substantive issues and an award
as to costs without a hearing.
- 12/12 -
SCHEDULE 10 OF GENERAL CONDITIONS OF CONTRACT
SCHEDULE 10
POLICY OF INSURANCE
COMBINED
CONTRACTORS ALL RISKS,
AND
THIRD PARTY LEGAL LIABILITY
[STAMPS]
28 October 2002 Contract No. LCC-300
SCHEDULE 10 OF GENERAL CONDITIONS OF CONTRACT
SCHEDULE 10
POLICY OF INSURANCE
COMBINED
CONTRACTORS ALL RISKS,
AND
THIRD PARTY LEGAL LIABILITY
[STAMPS]
28 October 2002 Contract No. LCC-300
EAST RAIL EXTENSIONS
POLICY OF INSURANCE
COMBINED
CONTRACTORS ALL RISKS,
AND
THIRD PARTY LEGAL LIABILITY
As referred to in Schedule 10 of the
General Conditions of Contract
Specifically for the
KOWLOON-CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
arranged by
AON RISK SERVICES HONG KONG LTD
as Brokers
FINAL REVISION 6 - 26 MAY 2000
[LOGO]
COMPANIES COLLECTIVE POLICY
IN CONSIDERATION of the Insured named in the Schedule hereto having paid
premium set forth in the said Schedule to the Insurers who have hereunto
subscribed their Names (hereafter referred to as "the Insurers").
THE INSURERS HEREBY SEVERALLY AGREE each for the proportion set against
its name to indemnify the Insured or Insured's Executors, Administrators and
Assigns against Loss as set forth herein during the period of Insurance stated
in the said Schedule or during any subsequent period as may be mutually agreed
upon between the Insured and the Insurers.
PROVIDED that:
(1) the liability of the Insurers shall not exceed the
limits of liability expressed in the said Schedule or such other
limits of liability as may be substituted therefor by memorandum
hereon or attached hereto signed by or on behalf of the
Insurers.
(2) the liability of each of the Insurers individually in
respect of such loss shall be limited to the proportion set
against its name.
If the Insured shall make any claim knowing the same to be false or fraudulent
as regards amount or otherwise this Policy shall become void and all claims
hereunder shall be forfeited.
IN WITNESS WHEREOF I being a representative of the leading Company which
is duly authorised by the Insurers have hereunto subscribed my name on their
behalf.
CONTRACTORS ALL RISKS AND THIRD PARTY LEGAL LIABILITY
1 THE SCHEDULE
1.1 Policy No. : 2077560100
1.2 The Insured : Kowloon-Canton Railway Corporation as Owners
and/or all Contractors and/or all
Sub-Contractors of every tier and/or
Consultants of every tier employed by the
aforesaid Owners and Contractors all for
their respective rights and interests
1.3 The Insured Programme : Construction of the Kowloon-Canton Railway
Corporation's East Rail Extensions Programme
and such additional advance or related works
as may be included within its scope.
1.4 The Insured Projects : The Tsim Sha Tsui Extension
The Ma On Shan Rail
The Lok Ma ▇▇▇▇ Spur Line
and any ancillary or associated works of
each.
1.5 The Insured Contracts : Each individual contract let separately
within an Insured Project and including any
supply and/or works orders issued in
conjunction therewith and including such
additional works as may be incorporated and
all enabling works for future property
developments.
1.6 Period of Insurance A. Construction Period of Insurance
From 1 August 2000 until 31 December
2004 and/or the commencement of
commercial operation of each of the
Insured Projects of the East Rail
Extensions Programme whichever is the
later and,
B. Defects Liability Period of Insurance
12 months Defects Liability Period or
landscape establishment period or to the
extent and terms defined in each
applicable contract separately.
N.B. Any extension in the Construction Period
of Insurance required by the Insured shall be
automatically allowed by the Insurer provided
that such extension shall not exceed 2 years.
In the event that the construction period for
the main works exceeds 4 years and 5 months
an additional premium shall be mutually
agreed but not exceeding pro-rata of the
originally agreed premium rate.
1.7 The Insurers : Those Insurers who have subscribed their
names to this policy each for his own part
and/or percentage as set beside his name and
who have agreed to follow in every particular
the decisions of the leading underwriter
being the first named Insurer hereunder.
Page 1
[LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions
THE SCHEDULE - Continued
1.8 Section 1 : All Risks
1.8.1 The Insured : All Works, temporary works, components,
Property equipment, materials and goods for
incorporation therein, rolling stock and
works trains, spares, temporary buildings,
office equipment and all other property or
equipment of whatsoever nature or description
(but excluding Contractors' plant and
equipment and spare parts therefore) all
being the property of the Insured or for
which they may be responsible or hold
themselves responsible at the site of the
Insured Project or works or elsewhere within
the Territorial Limits including whilst in
Transit in connection with the Insured
Projects.
1.8.2 Territorial Limits : Anywhere within the Hong Kong Special
Administrative Region that may be used in
connection with the East Rail Extensions
Programme.
1.8.3 Sum Insured : The Estimated Project Sum Insured being
HK$19,082 million (Hong Kong Dollars
Nineteen Thousand and Eighty-Two million).
1.8.4 The Deductibles under Section 1 :
1.8.4.1 HK$ 200,000 : each and every loss arising out of ▇▇▇▇▇,
▇▇▇▇▇▇▇, typhoon, floodwater damage,
subsidence, landslide, collapse, earthquake
or tsunami.
1.8.4.2 HK$ 1,250,000 : each and every loss arising out of design,
workmanship or materials in accordance with
Memorandum 2.2.10.
1.8.4.3 HK$ 75,000 : each and every other loss in respect of
contracts with values at inception exceeding
HK$400,000,000.
1.8.4.4 HK$ 45,000 : each and every other loss in respect of
contracts with values at inception between
HK$400,000,000 and HK$ 100,000,000.
1.8.4.5 HK$ 20,000 : each and every other loss in respect of
contracts with values at inception below
HK$100,000,000.
Page 2
[LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions
THE SCHEDULE - continued
1.9 Section 2 : Third Party Liability
1.9.1 The Liabilities : Indemnification of liabilities incurred by
the Insured in the course of undertaking the
Insured Projects as defined herein.
1.9.2 The Territorial : Anywhere in the world (subject to Memorandum
Limits 3.2.5).
1.9.3 Limit of Liability : HK$100,000,000 any one occurrence/unlimited
in the aggregate during the Period of
Insurance.
1.9.4 The Deductibles under Section 2 :
1.9.4.1 HK$100,000 : any one occurrence in respect of loss of or
damage to third party property arising out of
subsidence, collapse, vibration, weakening or
removal of support or other ground movements.
1.9.4.2 HK$100,000 or 50% : any one occurrence involving loss of or
whichever is the damage to oil filled and/or fibre optic
greater of the amount cables.
of loss or damage to
any underground
utility services
1.9.4.3 HK$30,000 or 25% : any one occurrence involving loss of or
whichever is the damage to underground utility services other
greater of the amount than occurrences as described in 1.9.4.2.
of loss or damage to
any underground
utility services
1.9.4.4 HK$20,000 : any one occurrence in respect of loss of or
damage to third party property other than
occurrences as described in 1.9.4.1, 1.9.4.2
or 1.9.4.3 above.
Page 3
[LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions
LIST OF INSURERS SUBSCRIBING TO THIS POLICY
Insurer Share
------- -----
CORNHILL INSURANCE PLC 19.0%
(for Allianz Cornhill International)
THE MING AN INSURANCE CO(HK) LTD 12.5%
MUNICHRE GENERAL SERVICES LTD 9.0%
AXA GENERAL INSURANCE HONG KONG LTD 7.5%
SCOR CHANNEL LTD 7.0%
WINTERTHUR SWISS INSURANCE (ASIA) LTD 5.0%
ASSICURAZIONI GENERALI S.P.A. 5.0%
ROYAL AND SUN ALLIANCE INSURANCE (HONG KONG) LTD 5.0%
AXA REINSURANCE UK PLC 5.0%
FALCON INSURANCE COMPANY LTD 5.0%
▇▇▇▇▇▇▇-KONZERN ALLGEMEINE VERSICHERUNGS - A.G. 4.0%
AMERICAN HOME ASSURANCE COMPANY 4.0%
ZURICH REINSURANCE COMPANY 4.0%
ALLIANZ INSURANCE (HONG KONG) LTD 3.0%
RELIANCE NATIONAL INSURANCE COMPANY (EUROPE) LTD 2.5%
QBE INTERNATIONAL INSURANCE LTD 2.5%
-----
100.0% of whole
=====
Several Liability Notice LSW1001 (Insurance)
The subscribing Insurers' obligations under this contract of insurance to which
they have subscribed are several and not joint and are limited solely to the
extent of their individual subscriptions. The subscribing Insurers are not
responsible for the subscription of any co-subscribing insurer who for any
reason does not satisfy all or part of its obligations.
Page 4
[LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions
AGREEMENT TO TERMS AND CONDITIONS
The Co-Insurers listed in the List of Insurers Subscribing to this Policy agree
to follow the terms, conditions and settlements of the Leading Insurer who has
signed hereunder.
THIS POLICY is signed on behalf of all Insurers Subscribing to this Policy who
have authorised the Leading Underwriter to sign on their behalf.
---------------------------------------------
for and on behalf of the Subscribing Insurers
by ALLIANZ CORNHILL INTERNATIONAL
(per Cornhill Insurance Plc)
Dated __________________________ 2000
Page 5
[LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions
2. SECTION 1 - CONTRACTORS ALL RISKS
The Insurers will indemnify the Insured in respect of physical loss
or damage to the Insured Property described in the Schedule arising
FROM ANY CAUSE except as hereinafter provided.
2.1 EXCEPTIONS to Section 1
PROVIDED always that the indemnity granted by this Section of the
Policy shall not apply to nor include:-
2.1.1 Loss or destruction of or damage to cash, banknotes, treasury notes,
cheques, stamps, deeds, bonds, bills of exchange, promissory notes or
securities.
2.1.2 Loss or damage solely due to total or partial cessation of work
against which the Insured shall have failed to take reasonable
precautions to protect the Insured Property and to avoid or diminish
the amount of such loss or damage.
2.1.3 Consequential loss or penalties of any kind whatsoever including
delay in completing negotiating or loss of contracts.
2.1.4 The cost of normal upkeep or normal making good.
2.1.5 Loss of any property by disappearance or by shortage where such loss
is revealed only by the making of an inventory or periodic
stocktaking. This exclusion shall apply to losses for which no
explanation can be given and which show up only at the time of making
an inventory or stocktaking. If a loss is discovered only at the time
of making an inventory or stocktaking and it can be shown that such
loss is due to a risk covered by the Policy, then the Insured shall
be in no way prejudiced by this exclusion.
2.1.6 Loss of or damage to any aircraft or hovercraft or any waterborne
vessel or craft and plant permanently mounted thereon other than
safety boats, other non-power driven craft not exceeding 12 metres in
length and floating works and temporary works.
2.1.7 Loss of or damage to contractors' equipment and mechanically
propelled passenger or goods carrying vehicles used on the site
including licenced road vehicles whether covered by any motor policy
or not.
2.1.8 Damage to or loss, deterioration or death of trees or other natural
vegetation pre-existing on any site at the commencement of a contract
or consequent upon transplanting but this exclusion shall not apply
to physical loss or damage resulting from an accidental occurrence
arising out of the undertaking of the works.
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EXCEPTIONS to Section 1 - continued
2.1.9 The silting up of dredged areas nor for loss of or damage to
underwater excavations, bedding material or other underwater fill,
rock or protection caused by normal tide and current. In the context
of the foregoing disturbance and consequent loss or damage caused by
earthquake, tidal wave or tropical cyclone (defined as the hoisting
of tropical cyclone signal No. 8 or higher by the Hong Kong
Observatory) shall be accepted as abnormal and not excluded by the
foregoing.
2.1.10 Subsidence of reclaimed areas unless accidental.
2.1.11 Any repairs or replacements necessitated solely by wasting wearing
away or wearing out caused by or naturally resulting from ordinary
use of working, rusting, corrosion or gradual deterioration of any
part of an item of Insured Property, but this exclusion shall not
apply to damage resulting from such causes to other Insured Property
by this policy.
2.1.12 Any sea or air transit. However, this exclusion shall not apply to
any such transits commencing and finishing within the Territorial
Limits of the Hong Kong Special Administrative Region.
2.1.13 The cost of pile casings or similar temporary works or temporary
materials which may be abandoned or incapable of salvage after they
have performed their original function.
2.1.14 Any item of risk for which a Contractor is required to effect
insurance as stated in his contract with the Kowloon-Canton Railway
Corporation.
2.1.15 Any increased costs of construction arising out of faulty setting out
or similar difficulties of construction which increase the cost of
completing the Insured Project. Provided that this exclusion shall
not apply to actual damage to the Insured Property, howsoever caused.
2.1.16 The amount(s) stated in the Deductibles Clause 1.8.4 in the Schedule.
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2.2 MEMORANDA attaching to and forming part of Section 1
2.2.1 Reinstatement Clause
The Liability of the Insurers shall not exceed the Sum Insured stated
in the Schedule during the Period of Insurance or such other sum or
sums as may be hereafter substituted therefore by memorandum hereon
except so far as reinstatement may be made as follows.
In the event of loss or damage the insurance hereunder shall
notwithstanding be maintained in force during the currency for the
Sum Insured, the Insured undertaking to pay an additional premium at
the policy rate on the full amount of any loss exceeding HK$
15,000,000 pro-rata from the date of such loss or damage to the
expiry of the current Period of Insurance.
2.2.2 Maintenance Provisions Clause
From the end of the Construction Period of Insurance, being defined
as the putting into commercial operation of each Insured Project,
loss of or damage to Insured Property occurring before the expiry of
the defects liability period as defined in each Insured Contract
shall be limited to loss or damage:-
a) arising from a cause occurring prior to the defects liability
period defined in the contract;
b) caused by the Insured arising but of any operations carried
out by them for the purpose of complying with their
obligations under a Contract; or
c) arising from or during the performance tests or commissioning
or pre-revenue running period.
Individual Electrical and Mechanical manufacturers, suppliers or
sub-contractors shall not, following the completion and taking over
the plant supplied by them be entitled to the benefit of insurance
under Section I in respect of loss or damage to such plant which is
directly caused by its own fault, defect or error in design or
manufacture.
2.2.3 Professional Fees Clause
The Insurance under this Section includes in addition an amount in
respect of Architects' Surveyors' and Consulting Engineers' fees or
other professional fees including but not limited to the Insured
Owner's own costs necessarily incurred by the Insured in the
reinstatement or redesign of the Insured Property consequent upon its
loss, destruction or damage but not for preparing any claim, it being
understood that the amount payable for such fees shall not exceed
those authorised under the Scale of the Royal Institute of British
Architects/The Royal Institution of Chartered Surveyors or the
Association of Consulting Engineers or the equivalent local body as
the case may be.
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MEMORANDA attaching to and forming part of Section 1 - continued
2.2.4. Debris Removal Clause
The insurance under this Policy shall include costs and expenses
necessarily incurred by the Insured in:
a) removal and disposal of debris and material foreign to the
Insured Project, whether damaged or undamaged,
b) dismantling and/or demolishing of any part of the Insured
Property,
c) shoring up, propping and/or protecting Insured Property
whether damaged or not,
d) clearing or repairing drains or service mains when such is
compulsory by law or ordinance or when the Insured deems it
necessary for the practicability of operations,
e) dewatering the works, and
f) removal of wreck or wreckage when such removal is compulsory
by law or ordinance or when the Insured deems it necessary
for the practicability of operations,
in any circumstances giving rise to a claim under this Policy.
In addition, Insurers will indemnify the Insured in respect of the
cost of removing and disposing of debris from the site or access
thereto or in transit thereto including cleaning up costs following
the action of a cause hereby insured against.
The limit of Insurers' liability under this Memorandum shall not
exceed 2% of each contract value subject to a minimum of
HK$10,000,000 each and every claim.
2.2.5 Automatic Increase Clause
If during the Period of Insurance the value of any Insured Project
shall be in excess of the total estimated project sum insured, the
Sum Insured shall be increased automatically by such excess amount
but not exceeding in all 20% of the estimated sum insured for the
Project provided that a declaration of the actual total aggregate
contract prices shall be made to Insurers following final completion.
2.2.6 Extra Charges Clause
The Insurance under this Section includes an amount in respect of
extra charges for overtime, nightwork, work on public holidays,
express freight, air freight, necessarily incurred by the Insured in
the reinstatement or replacement of the Property Insured destroyed or
damaged by any peril hereby insured against.
Limit: 20% of any claim any one Insured Contract.
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MEMORANDA attaching to and forming part of Section 1 - continued
2.2.7 Time Adjustment Clause
It is agreed that any loss of or damage to the property described in
the Schedule arising during any one period of 96 consecutive hours,
caused by flood, ▇▇▇▇▇, ▇▇▇▇▇▇▇, typhoon, water damage, earthquake,
tsunami or landslide shall be deemed as a single event, therefore, to
constitute one occurrence with regard to the deductibles provided for
in the Schedule.
For the purpose of the application of this clause a single event
referred to shall apply to the Insured Projects as a whole.
2.2.8 Plans
Notwithstanding anything herein contained to the contrary the
Insurance hereby is extended to indemnify the Insured against the
necessarily incurred costs of reconstitution or data, plans, drawings
or other contract documents lost, destroyed or damaged as a result of
a peril insured hereunder wherever or whenever such loss, destruction
or damage shall occur.
Such indemnification shall however be limited to:
a) a maximum amount of HK$50,000,000 any single occurrence or
series of occurrences arising out of any one event.
b) the cost of labour expended in such re-writing or re-drawing
including all necessary overtime working or research.
2.2.9 Free Issue Materials Clause
The reference to materials in this Section shall extend to include
free issue materials. Where such materials are to be insured under
this Section the Contractors must declare the value of such
materials.
2.2.10 Defects Indemnity
It is expressly agreed that in respect of claims for loss or damage
in respect of property insured hereunder where the cause is defective
workmanship, materials or fault, defect, error or omission in design,
plan or specification the indemnity provided by this Section shall
not apply to or include:-
a) The cost of rectifying such defective workmanship, materials
or fault, defect, error or omission in design, plan or
specification unless the Property Insured has been lost or
damaged as a consequence of such defect.
b) The additional cost of introducing improvements or
corrections in the rectification of the workmanship, material
or fault, defect, error or omission in design, plan or
specification responsible for such loss or damage.
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MEMORANDA attaching to and forming part of Section 1 - continued
2.2.11 Tunnelling
In accordance with General Condition 6.5, it is the Insured's duty to
take all reasonable precautions at his own expense to prevent loss or
damage and more particularly it is a condition precedent to the
Insured's right to claim indemnity under this Section in respect of
loss of or damage to tunnelling works that, prior to the occurrence
of such loss or damage, the Insured shall:-
undertake such forward probing and grouting or treatment of
ground surrounding tunnels as is prudent, having regard to
the anticipated ground conditions
as necessary insert temporary supports, rock anchors and/or
primary tunnel linings in accordance with prudent tunnelling
procedures
maintain dewatering equipment and standby facilities
compatible with anticipated water flows and/or compressed air
equipment as necessary and
generally undertake the works in a competent manner.
No indemnity is provided under this Section in respect of overbreak
or the excavation of tunnels larger in profile than required by
contract specifications and Insurers shall not be liable for the cost
of additional back-filling, grouting or other measures necessary to
establish the contours required under contract, or to secure
surrounding ground during excavation.
In respect of tunnelling already carried out, however (whether
completed or in the course of the application of primary of permanent
linings) Insurers shall in the event of subsidence, collapse or other
fortuitous damage indemnify the Insured against the cost of removing
debris and reforming the tunnel soffit and invert and re-establishing
the tunnel face to the same condition as pertained immediately before
the loss provided always that the Insured shall at it's own expense,
bear the cost of any betterment in the final Works. The betterment
provision shall only apply when the reinstatment works directly
contribute to reducing the cost of completing the tunnel.
2.2.12 Ground Subsidence
The cover provided under this Policy shall extend to include the cost
of reinstating and/or consolidating subsidence or collapse of ground
or surfaces surrounding the works whether on or off site in
consequence of loss of or destruction or damage to works or temporary
works insured under this Policy.
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MEMORANDA attaching to and forming part of Section 1 - continued
2.2.13 Inflation Protection
In the event of delay in completion of the Insured Project or part
thereof being incurred solely by reason of damage to the Insured
Property, cover shall extend to indemnify the Insured (in addition to
the cost of repairing or replacing loss of or damage to material
property as extended by Memorandum 2.2.6) in respect of the amount by
which the ultimate cost of construction of those parts of the Insured
Property not suffering such damage and being unbuilt or incomplete at
the date of damage should exceed the cost of construction had no such
damage or consequent delay occurred.
Provided always that:
a) The indemnity provided this Memorandum shall apply only to
the net increase in costs caused by the inflationary effect
of escalation in the costs of labour, material and services
which the Insured shall prove to be a direct result of the
delay consequent upon the indemnifiable damage.
b) No indemnity is given under this Memorandum in respect of
increased construction costs incurred :
i) In consequence of any other delay not referred to
above.
ii) By reason of any improvement or change in methods of
working or construction.
iii) In re-designing the Insured Property or incurred as a
result of such re-design.
iv) For the acceleration of the progress of the works or
to expedite repairs or to construct the works at a
faster rate than previously achieved.
c) No indemnity is provided in respect of the payment of
penalties or liquidated damages, nor in respect of costs
incurred to avoid such payment.
d) The liability of Insurers under this Memorandum shall not
exceed a sum equal to 10% of the value in respect of each
Insured Contract.
2.2.14 Loss-Payee Clause
The proceeds of any claim under this Policy where the agreed amount
of settlement exceeds HK$20 million will be paid directly to the
Kowloon-Canton Railway Corporation or as it may direct.
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MEMORANDA attaching to and forming part of Section 1 - continued
2.2.15 Testing and Commissioning
2.2.15.1 Cover during testing and commissioning
In the event that performance or acceptance testing or commissioning
or pre-revenue running of late delivered equipment or rolling stock
extends beyond the commencement of commercial operation of a
subsisting Insured Project, such equipment or rolling stock shall
continue to be covered subject to Construction Period of Insurance
coverage terms and conditions until final completion of such testing
or commissioning of each item individually.
2.2.15.2 Repeat Tests
If as a result of a peril insured against hereunder it becomes
necessary to repeat any test and/or commissioning or to carry out
subsequent test(s) and/or commissioning, the Insurers hereon will
bear the cost of any such repeated and/or subsequent test(s) or
commissioning subject to the Policy limit and it being within the
framework of the cover afforded by this section of the Policy and
which forms part of the sum insured.
2.2.16 Defects Liability Period and Temporary Works Cover
Any work of:-
i) reconstruction, rectification, remedial or repair
ii) uncompleted minor works or additional works ordered by the
engineer (but not exceeding 20% of the value of the contract
at inception)
undertaken by the Insured in accordance with the provisions of the
contract shall be covered hereunder subject to the terms and
conditions applicable to the construction period which shall mean the
period commencing with the award of the contract and terminating on
the commencement of the Defects Liability Period.
Where any Insured Property is repaired, replaced or renewed during
the Defects Liability Period the coverage provisions of this clause
shall apply to such rectified or substituted Insured Property for
such period as specified in the Defects Liability provisions in the
contract from the date of such rectification, replacement or renewal.
Temporary Works and temporary site buildings not removed at time of
commercial operation shall remain covered until they have been
removed to final destination but not exceeding 12 months.
2.2.17 Definitions
Temporary works as covered by this Section are deemed to include but
shall not be limited to all shuttering, formwork and scaffolding
including all mechanical shuttering such as slipforms, climbforms and
the like, launching girders and gantries, contractors' work trains,
▇▇▇▇▇▇-dams and the like together with mooring equipment, anchor
blocks and temporary jetties.
Constructional plant and equipment is excluded from coverage and in
accordance with Exception 2.1.7 a) the Insured Property excludes
inter alia tunnelling ▇▇▇▇▇▇▇, compressed air locks and compressors,
reusable pile casings and cutting tools, drilling, lifting and
excavation equipment generally (unless specifically stated is covered
above), batching plant, power cables and transformers associated
therewith, surveying instruments and all other fixed or mobile
constructional plant and equipment on land or afloat.
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MEMORANDA attaching to and forming part of Section 1 - continued
2.2.18 Loss of Bentonite or Similar Material
Without prejudice to the insurance provided under this Section of the
Policy it is agreed that in the event of loss or damage occurring to
the Insured Property during the construction of diaphragm walls,
tunnels, and trenches or other structures and as a result there is a
sudden or uncontrollable loss of bentonite or similar materials, the
insurance provided by this Section shall apply to both the loss of
bentonite or similar material itself and other direct loss of or
damage to the Insured Property and shall also extend to include all
costs incurred in making good and completing that part of the work to
the reasonable satisfaction of the Engineer in excess of the costs of
construction that would have been incurred had the loss of bentonite
or similar material not occurred.
2.2.19 Extra Cost of Reinstatement
It is agreed that this policy extends to include increased costs of
re-building, repair or replacement occasioned by the enforcement of
any law or by-law or ordinance regulating the construction or repair
of property and in force at the time such loss occurs, limited
however to the requirements of such laws, by-law or ordinance. The
Insurers liability for such costs is limited to no more than 20% of
the loss before such costs are added and not increasing the total
liability of the Insurers in respect of the loss beyond the sum
insured in the Schedule.
All consequent upon loss or damage insured.
2.2.20 Contractors' Overheads
Allowance for a reasonable margin of overheads in the amount of the
claim provided that such allowances have been included in the
Contractor's or Sub-Contractor's or Supplier's or Manufacturer's or
Consultant's original contract prices but not increasing the total
liability of the Insurers in respect of the loss occurrence beyond
the Sum Insured.
2.2.21 Insured Property in Use
Subject always to the conditions and exceptions of the Policy, in the
event that the Insured Property or any part of the Insured Property
under Section 1 is handed over to and/or taken into use by the
Employer, but not being used for commercial operations, cover shall
continue until the expiry date of the Construction Period of
Insurance specified in the Schedule for each Insured Project (or any
extension thereof agreed by the Insurers), at terms to be agreed.
2.2.22 PROPERTY BEING WORKED UPON
Any existing property of the Kowloon-Canton Railway Corporation which
is taken over by a Contractor under an Insured Project shall be
deemed to be Insured Property hereunder but only to the extent that
such item or portion of property is being worked upon and arising out
of such work.
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3. SECTION 2 - LIABILITY TO THIRD PARTIES
The Insurers will indemnify the Insured subject to the Limit of
Indemnity stated in the Schedule and except as hereinafter provided
in respect of all sums which the Insured shall become legally liable
to pay arising out of the performance of the Insured Projects
described in the Schedule for:-
i) death, bodily injury, personal injury (including illness) to
or disease contracted by any person
ii) loss of and/or damage to property and/or loss of use thereof
iii) obstruction loss of amenities trespass nuisance or any like
cause
occurring during the Period of Insurance and arising out of or in
connection with the Insured Projects as shown in the Schedule.
Provided always that Insurers' liability for compensation payable to
any number of claimants in respect of or arising out of any one
occurrence or all occurrences of a series consequent upon or
attributable to one source or original cause shall not exceed the
Limit of Indemnity shown in the Schedule.
The Insurers will however pay in addition to the Limit of Indemnity
stated in the Schedule:-
a) all costs and expenses recovered by any claimant from the
Insured,
b) all costs and expenses incurred with the written consent of
the Insurers in the defence of claims against the Insured,
c) the costs and expenses of solicitors fees, legal
representation of any coroners inquest, fatal accident
enquiry, court of summary jurisdiction of proceedings arising
out of alleged breach of statutory duty or other similar
judicial enquiry into circumstances relating to any accident
claim or potential claim which would be the subject of
indemnity under this Policy.
Provided that the Insurers may at any time pay to the Insured the
Limit of Indemnity (after deduction of any sum or sums already paid
as damages) or any lesser amount for which any such claim or claims
can be settled and upon such payment the Insurers shall relinquish
the conduct and control of and be under no further liability under
this Policy in connection with such claim or claims except for costs
and expenses as above incurred in respect of matters prior to the
date of such payment.
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3.1 EXCEPTIONS to Section 2
PROVIDED always that the indemnity granted by this Policy shall not
apply to nor include:-
3.1.1 Liability for death of or bodily injury (including illness) arising
out of or in the course of undertaking any activity in connection
with an Insured Contract in respect of:
a) any person employed directly or independently by or the
proprietor of any Contractor and/or Sub-contractor of any
tier; and
b) any person to whom any part of the Insured Contract have been
sub-contracted including but not limited to self-employed
person and/or sole-proprietor.
3.1.2 Liability in respect of injury, illness, loss or damage or in
connection with or arising from:
a) the use of mechanically propelled passenger or goods carrying
vehicles used on the public highway not being constructional
plant primarily intended for use in the Insured's
construction activities on site or otherwise used as a tool
of trade;
b) occurrences in respect of which liability is compulsorily
insurable under any Road Traffic Act or similar legislation
governing the use of motor vehicles.
3.1.3 Liability for loss of or damage to the permanent or temporary works
and or materials forming part of the Insured Projects executed or in
the course of execution by the contractors in performance of the
Contract during the period of contractors' work (other than any
period of maintenance or defects liability period) and the plant
equipment or any other property of the contractor and or any
sub-contractor brought onto the site of the Contract for the purpose
of such direct performance or use in the connection with the
Contract.
3.1.4 Liability resulting from, attributable to or caused by the ownership
or possession of or use by the Insured of any aircraft or the
navigation of any waterborne vessel or craft but this exclusion shall
not apply to rowing boats, dinghies, workboats, safety boats,
personnel boats (powered or unpowered), working rafts or other
powered craft in any case not exceeding 12 meters in length and
unless otherwise insured and whilst within Hong Kong territorial
waters.
Furthermore this exclusion shall not apply to the Works or temporary
works whilst afloat except when they are attached to or under the
control of and/or accidentally become detached from any tug, towing
vessel or other marine craft.
[STAMPS]
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EXCEPTIONS to Section 2 - continued
3.1.5 Liability in respect of loss or damage to :-
a) property belonging to or in the care, custody or control of
the Insured (provided that in respect of any property being
repaired, altered or maintained, this exclusion shall be
limited to that part of the property being worked upon);
b) property in respect of which the Insured is indemnified under
any other Policy;
but these exclusions shall not apply to any such property
after being taken into use by the owner.
3.1.6 Liability assumed by the Insured under the terms of any contract or
agreement which imposes upon the Insured liability which the Insured
would not otherwise have incurred. (This exclusion shall not however
apply to any contract described in the Schedule nor any contract or
agreement for site access or the hire of plant or supply of materials
or any agreement necessarily entered into in connection with the
performance of the contract described in the Schedule with any public
authority, local or central or government body or similar authority,
nor any other contracts advised to and agreed by the Insurers).
3.1.7 Liability arising out of:
a) bodily injury or loss of or damage to or loss of use of
property directly or indirectly caused by seepage pollution
or contamination provided always that this paragraph (a)
shall not apply to liability for bodily injury or loss of or
physical damage to or destruction of tangible property or
loss of use of such property damaged or destroyed where such
seepage pollution or contamination is caused by a sudden
unintended and unexpected happening during the period of this
insurance.
b) the cost of removing nullifying or cleaning-up seeping
polluting or contaminating substances unless the seepage
pollution or contamination is caused by a sudden unintended
and unexpected happening during the period of this insurance.
3.1.8 Liability in respect of penalty sums fines or liquidated damages
payable by the Insured in respect of delay or non-completion which
attaches solely because of liability in the Insured's contract or
agreement.
3.1.9 Liability arising out of negligence neglect error or omissions on the
part of the Insured in the conduct and execution of their
professional activities and duties except where such negligence
neglect error or omission results in third party death, bodily injury
and/or damage to property.
3.1.10 The amount(s) stated in the Deductibles Clause 1.9.4 in the Schedule.
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3.2 MEMORANDA attaching to and forming part of Section 2
3.2.1 Cross Liability Clause
Where more than one party comprises "The Insured" each of the parties
comprising the Insured shall for the purpose of this Policy be
considered as a separate and distinct party and the words "The
Insured" shall be considered as applying to each party in the same
manner as if a separate Policy had been issued to each of the parties
and the Insurers hereby agree to waive all rights of aforesaid
parties arising out of any occurrence in respect of which any claim
is made hereunder provided nevertheless that nothing in this Clause
shall be deemed to increase the Limit of Indemnity in respect of any
one occurrence or series of occurrences as stated in the Schedule.
3.2.2 Indemnity To Other Parties Clause
The Insurers will also indemnify
i) any director, partner or person under a contract of service
or apprenticeship with the Insured in respect of liability
for which the Insured would have been entitled to indemnity
under this Policy if the claim had been made directly against
the Insured;
ii) the officers, committees and members of the Insured's
canteen, social sports and welfare organisations and first
aid, fire and ambulance services in their respective
capacities as such who shall as though the insured be subject
to the terms, exclusions, conditions and limitations of this
Policy so far as they can apply.
3.2.3 Damage To Roads or Other Property
Exception 3.1.2 shall not preclude indemnity to the Insured in
respect of their liability at law for damage by mechanically
propelled vehicles to the surface of roads, adjacent buildings or
other property, bridges or viaducts or to anything beneath caused by
the weight or vibration of such vehicles or their loads.
3.2.4 Extension of Personal Injury
The Insurers will indemnify the Insured for their legal liability
arising out of false arrest, invasion of privacy, detention, false
imprisonment, false eviction, malicious prosecution, discrimination,
libel, slander, or defamation of character, or any like cause.
3.2.5 Territorial Limits
This Policy shall apply to occurrences anywhere in the World but not
in connection with any business conducted by the Insured from
Premises outside Hong Kong.
However, it is understood and agreed that in respect of legal
proceedings brought in the United States of America, and/or Canada
the following special conditions shall apply:
(1) regardless of any other provision of this Policy, this
insurance does not apply to fines, penalties, punitive or
exemplary damages
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MEMORANDA attaching to Section 2 - continued
(2) this Policy does not cover any liability for
(i) death, bodily injury or disease, or loss of or damage
to or loss of use of property directly or indirectly
caused by seepage, pollution or contamination
(ii) the cost of removing, nullifying or cleaning up
seeping, polluting or contaminating substances
(3) Any dispute concerning the interpretation of the terms,
conditions, limitations and/or exclusions contained herein is
understood and agreed by both the Insured and Insurers to be
subject to the law of the Hong Kong Special Administrative
Region. Each party agrees to submit to the jurisdiction of
any Court of competent jurisdiction within the Hong Kong
Special Administrative Region and to comply with all
requirements necessary to give such Court jurisdiction. All
matters arising hereunder shall be determined in accordance
with the law and practice of such Court.
It is further understood and agreed that in respect of any judgement,
award, payment or settlement made in the United States of America
and/or Canada, the total liability of the Insurers in respect of any
one occurrence shall be inclusive of :-
(a) all legal costs and expenses recoverable by any claimant from
the Insured
(b) all costs and expenses incurred with the written consent of
the Insurers
3.2.6 Special Conditions for Underground Services
The following Special Conditions limits and deductibles shall apply
to claims in respect of liability as a result of loss of or damage to
existing underground services (such as water, gas and sewage pipes,
electric and telecommunications cables).
a) The Insurers shall not indemnify the Insured unless :-
i) prior to the commencement of excavation the
Contractor has enquired with the relevant authorities
about the exact position of such services and
ii) in the event of the relevant authorities indicating
the presence of such services in the vicinity of the
Site the Contractor shall proceed to locate such
services by the hand-digging of trials pits prior to
any mechanical excavation and
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MEMORANDA attaching to Section 2 - continued
b) In respect of each and every occurrence of loss or damage
indemnifiable under this clause the Insurers shall not be
liable for the deductibles stated in 1.9.4.2 and 1.9.4.3 in
the Schedule.
3.2.7. Restoration of Ancestoral ▇▇▇▇▇▇ and the Like
It is agreed that in respect of claims in connection with loss of or
damage to or restoration of ancestoral ▇▇▇▇▇▇ or urns or ▇▇▇▇ ▇▇▇▇
features that this policy shall indemnify the reasonable expenses
incurred at currently prevailing rates for fees and costs of
customary and traditional ceremonies and rites and miscellaneous
expenses in connection therewith.
3.2.8 Reinstatement of Property
In the event of a claim under this Section of the Policy Insurers
shall make due allowance for reinstating damaged property to a
reasonable condition acceptable to the third party.
3.2.9 Third Parties to the Insured Project
Notwithstanding their ownership by a named insured, it is agreed that
any property, operations or business activities of the Kowloon-Canton
Railway Corporation which do not form part of the works or activities
related to the Insured Contracts under the Insured Projects shall be
deemed to be third parties for purposes of this policy.
3.2.10 To Follow Section 1 Coverage
It is agreed that any contractual activity or extension of period
covered under the provisions of Section 1 are also covered by
Section 2.
Page 20
[LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions
4. GENERAL MEMORANDA attaching to and forming part of all Sections of
this Policy
4.1 Application of Deductibles per Occurrence
The Deductibles stated as applicable per occurrence under Sections 1
and 2 of this policy shall be applied to each contract independently
and there shall be no aggregate limitation on the deductibles applied
per occurrence under the Policy.
4.2 Application of Deductibles per Contract
When more than one deductible is applicable to claims emanating from
any one contract as a result of a particular occurrence then only the
highest of the applicable deductibles for such occurrence shall be
applied to that contract.
4.3 Permits and Privileges
The Insured or any other party acting on behalf of the Insured is
permitted to effect contracts or agreements customary or necessary to
the conduct of Construction Projects (including those for projects
similar to the Project insured by this Policy) under which the
insured may assume liability or grant release therefrom without
prejudice to this Policy, provided such contracts or agreements, oral
or written insofar as they affect any loss hereunder are concluded
prior to such loss and the rights and obligations of the Insured
shall be governed by the terms of such contracts or agreements but
subject to their terms, exemptions and conditions of the Policy.
4.4 Several Insureds
It is noted and agreed that the Insured hereunder comprises more than
one party, each operating as separate and distinct entities and that
cover hereunder shall apply in the same manner and to the same extent
as if individual insurances had been issued to each such party.
The rights and indemnity of any of the parties who are not guilty of
any fraud, misrepresentation, non-disclosure or breach of condition
shall not be prejudiced or affected by any fraud, misrepresentation,
non-disclosure or breach of condition by any of the other parties
comprising the Insured.
For the purposes of the indemnity granted by this policy claims made
by any of the parties defined as the Insured against any other party
so described shall be treated as though the party claiming was not
named as the Insured in this Policy. Provided always that nothing
herein shall increase the Sum Insured under this Policy.
4.5 Waiver of Subrogation
Insurers hereby agree to waive all rights of subrogation which they
may have or acquire against any of the parties comprising the Insured
except when such rights of subrogation are acquired in consequence of
any fraud, misrepresentation, non-disclosure or breach of condition
by that Insured.
Notwithstanding the foregoing it is expressly agreed that the
Insurers have rights of subrogation against design consultants and
consulting engineers to the extent of coverage they may have under
any professional indemnity insurance in force at the time of the loss
or a minimum amount of HK$15,000,000 whichever is the greater in
respect of any claim paid under this policy.
Page 21
[LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions
GENERAL MEMORANDA attaching to and forming part of all Sections of this Policy -
Continued
4.6 Mitigation Costs including ▇▇▇ and Labour
The Insurer will indemnify the Insured in respect of reasonable costs
and expenses incurred by the Insured in effecting temporary repairs
or taking other measures to limit further imminent loss, damage or
delay from a cause which would be indemnified under this Policy.
This indemnity shall also include any expense incurred as a result of
immediate action taken, reasonable at the time of a circumstance
which may give rise to an occurrence of loss, destruction, damage or
liability to minimise or prevent such imminent loss, damage,
destruction or liability being incurred.
Such costs or expense must be reasonable having regard to the value
or loss at risk or the Limit of Indemnity applicable to Section II.
4.7 Payment on Account Clause
For a loss covered by this policy, it is understood and agreed the
Insurers shall allow a partial payment(s) of claim subject to the
policy provisions. To obtain said partial claim payment, the Insured
shall submit a partial proof of loss with supporting documentation
for Insurers agreement and approval. It is further agreed that the
applicable policy deductible must be satisfied before said partial
payment(s) are allowable.
4.8 Losses in Progress
It this Policy should terminate whilst a loss is in progress, then
subject to the other terms and conditions of this Policy and provided
that no part of such loss is claimed against any policy replacing
this Policy, it shall be assumed that the entire loss occurred prior
to the termination of this Policy and the indemnity provided by the
Insurers shall be calculated accordingly.
4.9 Bankruptcy, Insolvency or Termination
In the event of the bankruptcy, insolvency or termination of any
party claiming to be indemnified as an Insured or Additional Insured
hereunder, the Insurers shall not be relieved hereby of the payment
of any claim hereunder because of such bankruptcy, insolvency or
termination.
4.10 Titles of Paragraphs
The several titles of the various paragraphs of this Policy (and of
any Endorsement attached to the Policy or which may be attached in
the future) are inserted solely for convenience of reference and
shall not be deemed in any way to limit or affect the provisions to
which they relate.
4.11 Singular Terminology
Any expression slated in the singular shall apply equally in the
plural or vice versa.
Page 22
[LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions
GENERAL MEMORANDA attaching to and forming part of all Sections of this Policy -
Continued
4.12 Cancellation on Abandonment
In the event of non-commencement or abandonment of an Insured Project
for any reason the Insured may at their option cancel the Policy or
that part of the Policy relative to the non-commenced or abandoned
Project. The premium payable in the event of cancellation in whole or
in part shall be limited to the rate payable applied to the value of
the completed works under such Project at the time of
non-commencement or abandonment, the Insured paying any additional
premium required or being entitled to a refund.
4.13 Site Visitors and Ceremonies
The admission of visitors to the sites of the Insured Contracts for
inspections, educational or public relations purposes and activities
connected with the organisation and performance of official
ceremonies for any Insured Contract or the Insured Projects shall be
included hereunder and shall not prejudice coverage by any section of
this policy.
4.14 Continued Coverage on Cessation of Work
In the event of a contractor terminating or having his contract
terminated resulting in total or partial cessation of work then
notwithstanding the provisions of Exception 2.1.2, it is agreed that
the interests of the Owner shall remain covered under the terms of
this policy in respect of permanent and temporary works and materials
and any contractors' equipment over which the Owner holds lien.
4.15 Uncertified Works
In the event that as at the date stated in the Schedule as the
expiration of the Works Damage Period of Insurance a Certificate of
Practical Completion has not been issued in respect of any portions
of the Works then this insurance shall remain in full force in
respect of such portions while they remain at the risk and
responsibility of the Contractor. If the certification is
subsequently backdated then for purposes of this insurance the date
of termination of coverage hereunder shall be deemed to be the date
on which the Certificate of Practical Completion is physically issued
to the Contractor and the Employer undertakes to pay such additional
premium as may be required for such extension in accordance with
policy conditions.
4.16 Use of Existing Railway Facilities
In the event that existing East Rail tracks or facilities are used
for the assembly, testing or trial running of rolling stock for the
East Rail Extensions Programme, such activities shall be deemed to be
Insured Project activities within the scope of this Policy.
Page 23
[LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions
5. GENERAL EXCLUSIONS applicable to all Sections of this Policy
The Indemnity provided by this Policy shall not apply to nor
include :-
5.1 Radioactive Contamination Exclusion Clause
Indemnity for :
a) any loss destruction or damage to any property whatsoever or
any loss or expense whatsoever resulting or arising therefrom
or any consequential loss;
b) any legal liability of whatsoever nature;
directly or indirectly caused by or contributed to by or arising
from:
i) ionising radiations or contamination by radioactivity from
any nuclear fuel or from any nuclear waste from the
combustion of nuclear fuel.
ii) nuclear weapon materials.
For the purpose of this exclusion only combustion shall include any
self-sustaining process of nuclear fission.
5.2 War etc Risks Exclusion Clause
Loss, damage or liability directly or indirectly occasioned by
happening through or in consequence of war, invasion, acts of foreign
enemies, hostilities (whether war be declared or not), civil war,
rebellion, revolution, insurrection, military or usurped power or
confiscation, commandeering, requisition or destruction or damage by
order of any Government de jure or de facto or by any public
authority.
Notwithstanding this war exclusion clause, the Insurance shall cover
loss or damage :
a) caused by missiles and/or mines and/or bombs and/or other
explosives not discovered at the moment of commencement of
the work on any part of the Insured Projects hereunder, so
long as no state of war exists in which the country where the
subject matter insured will be erected is involved;
b) caused by strikes, locked-out workmen or persons taking part
in labour disturbances, riots or civil commotions or persons
acting maliciously;
c) caused by shells and/or other missiles fired from military
training grounds and/or dropped from military planes (in
peacetime).
Page 24
[LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions
6. GENERAL CONDITIONS applicable to all Sections of this Policy
6.1 This Policy and the Schedule shall be read together as one contract
and any word or expression to which specific meaning has been
attached in any part of this Policy or of the Schedule shall bear
such specific meaning wherever it may appear.
6.2 If there shall occur any change involving a material alteration in
the facts set out in this Policy or forming the basis of this
Insurance the Insured shall, as soon as possible, give notice in
writing to the Insurers and there shall be such adjustment of the
premium as may be mutually agreed.
The Insurer will not exercise their rights to avoid this insurance on
the grounds of mis-description, mis-representation or non-disclosure
of any information material to the risks insured by this Policy
provided the Insured can establish that the mis-description,
mis-representation or non-disclosure was committed innocently,
unwittingly and in good faith
6.3 All the terms, exceptions and conditions contained herein or endorsed
hereon :-
a) are incorporated in and form part of this Policy
b) are to be deemed conditions precedent to any liability on the
part of the Insurers so far as they relate to anything to be
done by the Insured.
6.4 The Insured shall upon the discovery of any event likely to give rise
to a claim under this Policy
a) give notice in writing thereof as soon as possible to the
Insurers and at his own expense as soon as practicable supply
full particulars in the form required by the Insurers,
b) send to the Insurers on receipt any writ, summons or other
proceedings which may be commenced against the Insured,
c) give to the Insurers all information and assistance to enable
the Insurers to settle or resist any claim or institute
proceedings.
The Insured shall take all practical steps, including in the case of
goods lost or stolen, or of wilful damage thereto, to give notice to
the police as soon as possible for the purpose of recovering any
property lost and in the case of theft or wilful damage to discover
the guilty person or persons and to have him, her or them prosecuted
at the expense of the Insurers.
The Insured shall not negotiate, pay, settle, admit or repudiate any
claim under this Policy without the written consent of the Insurers.
The Insured shall not in any case be entitled to abandon any property
to the Insurers whether taken possession of by the Insurers or not.
Page 25
[LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions
GENERAL CONDITIONS applicable to all Sections of this Policy - continued
6.5 The Insured shall take all reasonable precautions in the selection of
labour and in the maintenance in efficient condition of all plant and
appliances used in connection with any contract covered by this
Policy and the Insurers shall at all reasonable times have by its
representatives access to examine any such plant and appliances.
The Insured shall also take and cause to be taken all reasonable
precautions to prevent loss, damage or accident and shall ensure that
all such precautions are carried out and maintained during the Period
of Insurance.
In the event of any occurrence giving rise to loss or damage under
this Policy the Insured shall at the expense of the Insurers take
such action as is necessary to minimise the loss.
6.6 The Insured shall, if required by the Insurers produce or give access
to any property alleged to be damaged.
6.7 It is understood that any deliberate act omission statement or
mis-statement on the part of any individual Insured which may vitiate
any claim or render this policy void shall have such effect only as
to the rights and interests of that particular Insured and shall not
prejudice the rights and interests of any other Insured under this
Policy.
6.8 The Insured shall at the expense of the Insurers do and concur in
doing and permit to be done all such acts and things as may be
necessary or reasonably be required by the Insurers for the purpose
of enforcing any rights and remedies or of obtaining relief or
indemnity from other parties to which the Insurers shall be or would
become entitled or subrogated upon their paying for or making good
any loss or damage under this Policy whether such acts and things
shall be or become necessary or required before or after this
indemnification by the Insurers.
6.9 This insurance shall be primary in respect of the risks and interests
for which it has been effected by the Owners in accordance with their
obligations under the Insured Contracts. In any other circumstances
this insurance shall not be called into contribution.
6.10 All differences arising out of this Policy as to the amount of any
settlement, liability being otherwise admitted shall be referred to
the decision of an Arbitrator to be appointed in writing by the
parties in difference or if they cannot agree upon a single
Arbitrator to the decision of two Arbitrators one to be appointed by
each of the parties in writing before entering upon the Reference.
The costs of the Reference and the Award shall be at the discretion
of the Arbitrator, Arbitrators, or an Umpire to be appointed if the
Arbitrators cannot agree, making the Award.
Page 26
[LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions
GENERAL CONDITIONS applicable to all Sections of this Policy - continued
6.11 In settlement of claims under Section I of this Policy Insurers
shall, subject to the terms and conditions of the Policy, indemnify
the Insured on the basis of the full cost of repairing, reinstating
or replacing the Insured Property lost or damaged even though in the
case of contract works such costs may vary from the original
construction costs and shall include all taxes and import duties even
if they have been varied or imposed subsequent to the inception of
the Policy.
In the calculation of the costs of restoration or replacement of
Works, those elements of costs for which provision is made in the
computation of the Sum Insured and such other costs and expenses for
which specific provision is made in this Policy will be taken into
account.
6.12 This Policy shall be construed according to the Laws of the Hong Kong
Special Administrative Region.
Page 27
[LOGO] Final Revision 6 - 26 May, 2000 East Rail Extensions
SPECIAL CONDITIONS OF CONTRACT
[LOGO]
KCR
[CHINESE CHARACTERS]
KOWLOON CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
CONTRACT LCC-300
LOK MA ▇▇▇▇ TERMINUS AND ASSOCIATED WORKS
SPECIAL CONDITIONS OF CONTRACT
[STAMPS]
28 October 2002 Contract No. LCC-300
SPECIAL CONDITIONS OF CONTRACT
TABLE OF CONTENTS
A CONDITIONS
Clause Subject Heading Page
------ --------------- ----
SCC1 Alternative Design SC/1
SCC2 Third Party Claims in respect of Damage on
and to Agricultural Lands SC/1
SCC3 CDG Material SC/2
SCC4 Indemnity for breach of Environmental Permit SC/2
SCC5 Schedule 11 Part B - Employees' Compensation
Insurance SC/2
B ATTACHMENTS
Attachment Title
---------- -----
Attachment 1 Form of Design Warranty SCA/1 - SCA/7
Attachment 2 Schedule 11 Part B - Employees' Compensation
Insurance SCB/1
[STAMPS]
Rev. 1: 28 June 2002 (i) Contract No. LCC-300
Addendum No: 1
SPECIAL CONDITIONS OF CONTRACT
CONTRACT NO. LCC-300
LOK MA ▇▇▇▇ TERMINUS ASSOCIATED WORKS
SCC1 ALTERNATIVE DESIGN
In the event that an alternative tender is accepted by the Employer and
such tender incorporates an alternative design by the Contractor, the
Contractor shall:
(a) procure that the Contractor's design consultant maintains
professional indemnity insurance in respect of the design
obligations for this Contract from the date of his appointment
by the Contractor and expiring not before six years from the
date of the issue of the Substantial Completion Certificate for
the Works through continued renewal of the same policy, purchase
of extended recovery period or retroactive insurance. The limit
of liability shall be not less than HK$150,000,000 for any one
occurrence or series of occurrences arising out of any one event
and in the aggregate with deductibles and excesses thereunder
not exceeding ten per cent of the said cover; and
(b) within 14 days of the date of the Letter of Acceptance, the
Contractor shall supply to the Engineer the warranty duly
executed by the design consultant as a deed in the form
appearing in Attachment 1 to these Special Conditions.
SCC2 THIRD PARTY CLAIMS IN RESPECT OF DAMAGE ON AND TO AGRICULTURAL LANDS
(a) Any claim received by the Employer or the Engineer in respect of
matters for which the Contractor is required under the Contract
to indemnify the Employer will be passed to the Contractor who
shall likewise inform the Employer and the Engineer of any such
claim which is submitted directly to him by a claimant. The
Contractor shall keep the Employer and the Engineer informed as
to the progress made towards settlement.
(b) When a claim involves alleged damage to crops or property on
agricultural lands the District Land Officer shall be informed
by the Engineer's Representative and representative or
representatives of the District Lands Office will be present at
the negotiations and any payment in settlement of the claim
shall be made through the District Lands Officer to the
claimant. The Contractor shall do everything necessary including
notifying his insurers of the claim received, to ensure that the
claim is settled without delay. If, in the opinion of the
Employer, the Contractor or his insurers are delaying
settlement, the Employer may make direct payment to the claimant
in settlement of all outstanding amounts which in the opinion of
the Employer are due to him and shall without prejudice to any
other method of recovery have the right to deduct by way of
set-off, in accordance with General Conditions Clause 75 the
sums so paid.
[STAMPS]
Rev. 0: 26 April 2002 SC/1 Contract No. LCC-300
SPECIAL CONDITIONS OF CONTRACT
SCC3 CDG MATERIAL
The Employer gives no warranty and makes no guarantee or representation
as to the availability or timing of such availability, quantity or
suitability (both as to type and nature) of the completely decomposed
granite ("CDG Material") for use in the Works. Any non-availability or
availability different to that anticipated in the Specification or which
could be calculated or assumed from the information given therein
whether as to amount, timing, rate of delivery, or quantity or any low
quality or unsuitability as aforesaid shall not relieve the Contractor
of any of his obligations under the Contract. The Contractor shall not
be entitled and hereby waives any rights to any payment (whether by way
of damages or otherwise) or any extension of time on the grounds that:-
(i) the CDG Material is unavailable, or is available in less than
the quantity anticipated or which could be calculated or assumed
from the information given in the Specification; or
(ii) the CDG Material or any part thereof is unsuitable (whether as
to type and/or nature) for the Works; or
(iii) the CDG Material or any part thereof is not available to enable
delivery to the Site during the period set out in the Works
Programme or is available for such delivery in quantities or at
a rate or at times during such period different to that
anticipated in the Specification or which could reasonably have
been calculated or assumed from the information given in the
Specification in relation thereto; or
(iv) the Contractor did not or could not foresee any matter in
connection with the CDG Material which may affect or have
affected the execution of the Works, or compliance with his
other obligations under the Contract; or
(v) the Contractor has been caused or has suffered any disruption,
delay, interference or inconvenience of whatsoever nature
arising out of any matter in connection with the CDG Material
whatsoever.
SCC4 INDEMNITY FOR BREACH OF ENVIRONMENTAL PERMIT
Without prejudice to any other provision of Contract or at law, the
Contractor shall indemnify and save harmless the Employer in respect of
any claim, liability, loss, expense, damage or (to the extent permitted
by law) penalty, suffered or incurred by the Employer arising out of or
in connection with the Contractor's breach of any condition of
requirement included in the Environmental Permit contained in Appendix 1
of the Particular Specification in the Contract, save that the scope of
the Contractor's liability and indemnity shall be reduced
proportionately to the extent that any neglect or default of the
Employer caused or contributed to the said breach of condition or
requirement.
SCC5 SCHEDULE 11 PART B - EMPLOYEES' COMPENSATION INSURANCE
Schedule 11 Part B of the General Conditions is replaced in entirety by
Attachment 2 to these Special Conditions.
[STAMPS]
Rev. 1: 28 June 2002 SC/2 Contract No. LCC-300
Addendum No: 1
SPECIAL CONDITIONS OF CONTRACT
ATTACHMENT 1
TO
SPECIAL CONDITIONS OF CONTRACT
[STAMPS]
Rev. 0: 26 April 2002 Contract No. LCC-300
SPECIAL CONDITIONS OF CONTRACT
ATTACHMENT 1 TO THE SPECIAL CONDITIONS OF CONTRACT
FORM OF DESIGN WARRANTY
THIS AGREEMENT is made the day of 2002 [SEE NOTE 1].
BETWEEN:
(1) [Insert name of Designer] a company incorporated in and in accordance
with the laws of [Insert Jurisdiction of Incorporation] [SEE NOTE 2] of
[Insert Registered Address of Designer] ("the Designer"); and
(2) THE KOWLOON-CANTON RAILWAY CORPORATION of KCRC House, No. 9, Lok King
Street, Fo Tan, Shatin, New Territories, Hong Kong (together with its
successors and assigns, "the Employer").
WHEREAS:
(A) By a contract dated [Insert date of Letter of Acceptance issued by the
Corporation] ("the Contract") made between the Employer and [Insert name
of Contractor] ("the Contractor"), the Contractor agreed to execute the
Works upon the terms contained in the Contract.
(B) The Contractor and the Designer have entered into an agreement ("the
Design Agreement") by which the Designer has undertaken the whole or
part of the Contractor's obligations in respect of the design of the
Works.
(C) The Design Agreement stipulates that the Designer is obliged to provide
the Employer with an executed warranty in the terms hereof.
NOW IT IS HEREBY AGREED as follows:
1. In this Warranty, words and expressions shall have the meanings assigned
to them in the Contract, except where the context otherwise requires.
2. The Designer warrants and undertakes to the Employer that it has
exercised and will, in carrying out the design of the Works and
performing the other duties and functions ascribed to it in the Design
Agreement, continue to exercise all the skill and care to be expected of
a professionally qualified and competent designer experienced in
carrying out the design of works which are of a similar nature and scope
to the Works.
[STAMPS]
Rev. 0: 26 April 2002 SCA/1 Contract No. LCC-300
SPECIAL CONDITIONS OF CONTRACT
3. The Designer warrants and undertakes to the Employer that it has taken
out and maintained or if it has not already done so, shall take out and
maintain in respect of his design obligations under the Design Agreement
professional indemnity insurance for a limit of cover of not less than
HK$150 million for each occurrence or series of occurrences arising out
of one event and in the aggregate with deductible and excesses
thereunder not exceeding 10% of the said cover for a period commencing
on the date of his appointment by the Contractor and expiring not before
6 (six) years from the date of the issue of the Substantial Completion
Certificate for the Works provided that if the Designer considers that
such cover is not available at reasonable rates, the Designer shall
forthwith inform the Engineer and the level of cover or terms for the
purposes of this Clause 3 shall be the maximum level or best terms which
are obtainable in the international insurance market at rates which are,
in the Engineer's opinion, reasonable. The Designer shall not, without
the prior approval in writing of the Employer, settle or compromise with
the insurers any claim which the Designer may have against the insurers
and which relates to a claim by the Employer against the Designer, or by
any act or omission, prejudice the Designer's right to make or proceed
with such a claim against the insurers.
4. The Designer undertakes to indemnify the Employer against each and every
liability which the Employer may have to any person whatsoever and
against any claims, demands, proceedings, loss, damages, costs and
expenses sustained, incurred or payable by the Employer to the extent
arising from breach of this Warranty by the Designer, provided that the
Designer shall have no greater liability to the Employer by virtue of
this Clause 4 than the liability of the Designer to the Contractor under
the Design Agreement to the extent that the same shall have arisen by
reason of any breach by the Designer of his obligations under the Design
Agreement.
5. No allowance of time by the Employer under the Contract or by the
Contractor under the Design Agreement nor any forbearance or forgiveness
in or in respect of any matter or thing concerning this Warranty or the
Design Agreement on the part of the Employer or the Contractor nor
anything that the Employer or the Contractor may do or omit or neglect
to do, shall in any way release the Designer from any liability under
this Warranty.
6. The Designer agrees that he will not without first giving the Employer
not less than 21 (twenty one) days' prior notice in writing exercise any
right he may have to terminate the Design Agreement or his employment
thereunder or withhold performance of his obligations under the Design
Agreement.
7. (a) Notwithstanding anything to the contrary in the Design
Agreement, if the Contract or the employment of the Contractor
under the Contract is terminated for any reason whatsoever and
if so requested by the Employer in writing within 21 (twenty
one) days of such termination, the Designer shall enter into a
novation agreement with the Employer and the Contractor in which
the Designer will undertake, inter alia, to perform the Design
Agreement and be bound by its terms as if the Employer had
originally been named as the contracting party in place of the
Contractor and as if neither the Contract nor the Contractor's
employment thereunder had been terminated. The said novation
agreement will be in such form as the Employer may reasonably
require.
[STAMPS]
Rev. 0: 26 April 2002 SCA/2 Contract No. LCC-300
SPECIAL CONDITIONS OF CONTRACT
(b) If the Employer does not require the Designer to enter into a
novation agreement as required by Clause 7(a) above, the
Designer shall have no claim whatsoever against the Employer for
any damage, loss or expense howsoever arising out of or in
connection with this Warranty.
8. Except to the extent (if any) expressly permitted by the Design
Agreement, the Designer shall not sub-contract any of his obligations
under the Design Agreement without the prior written consent of the
Employer.
9. The Designer acknowledges that the Employer shall be entitled to assign
the benefit of this Warranty at any time without the consent of the
Designer being required.
10. The Designer undertakes that no material variation or amendment to or
waiver of the terms of the Design Agreement shall be agreed with the
Contractor without the prior written consent of the Employer.
11. Nothing in this Warranty shall be taken as diminishing or increasing any
liability on the part of the Designer under the Design Agreement.
12. The Designer acknowledges that it has not relied on any information
relating to the Project, the Site or the Works provided directly or
indirectly by the Employer and that the Employer shall have no liability
or responsibility to the Designer for any such information in the
absence of fraud.
13. (1) Insofar as the patent, copyright or other intellectual property
rights in any plans, calculations, drawings, documents,
materials, know-how and information relating to the execution of
the Works shall be vested in the Designer, the Designer grants
to the Employer a royalty-free, non-exclusive and irrevocable
licence (carrying the right to grant sub-licences) to use and
reproduce any of the works, designs or inventions incorporated
and referred to in such documents or materials and any such
know-how and information for all purposes relating to the Works
(including, without limitation, the design, construction,
reconstruction, completion, maintenance, reinstatement,
extension, repair and operation of the Works). To the extent
beneficial ownership of any such patent, copyright or other
intellectual property right is vested in anyone other than the
Designer, the Designer shall use its reasonable endeavours to
procure that the beneficial owner thereof shall grant a like
licence to the Employer. Any such licence granted shall not be
determined if the Design Agreement shall be revoked or expire or
if the Design Agreement shall be terminated.
(2) In the event of the Designer ceasing to be employed under the
Design Agreement for any reason whatever, the Designer shall
provide to the Employer for the retention and use by it, all
drawings, diagrams, specifications, calculations and other data
and information which the Designer has prepared or are within
its possession or control relating to the Works whether or not
previously provided.
[STAMPS]
Rev. 0: 26 April 2002 SCA/3 Contract No. LCC-300
SPECIAL CONDITIONS OF CONTRACT
14. All documents arising out of or in connection with this Warranty shall
be served:
(1) upon the Employer at [Insert Address]; and
(2) upon the Designer at [Insert Address], Hong Kong. [SEE NOTE 3]
15. The Employer and the Designer may change their respective nominated
addresses for service of documents to another address in Hong Kong but
only by prior written notice to each other. All demands and notices must
be in writing.
16. This Warranty shall be governed by and construed according to the laws
for the time being in force in Hong Kong and, subject to Clause 17, the
Designer agrees to submit to the non-exclusive jurisdiction of the
Courts of Hong Kong.
17. (1) Any dispute or difference of any kind whatsoever between the
Employer and the Designer arising under, out of or in connection
with this Warranty shall be referred to arbitration in
accordance with the Arbitration Rules. The reference shall be a
domestic arbitration for the purpose of Part II of the
Arbitration Ordinance (Cap. 341). References to "Dispute" in
such arbitration rules are deemed to include any such dispute or
difference between the Employer and the Designer.
(2) In the event that the Employer is of the opinion that the issues
in such a dispute or difference will or may touch upon or
concern a dispute or difference arising under, out of or in
connection with the Contract ("the Contract Dispute") then
provided that an arbitrator has not already been appointed
pursuant to Clause 17(1), the Employer may by notice in writing
to the Designer require and the Designer shall be deemed to have
consented to the referral of such dispute or difference to the
arbitrator to whom the Contract Dispute has been or will be
referred.
(3) Save as expressly otherwise provided, the arbitrator shall have
full power to open up, review and revise any decision, opinion,
instruction, notice, order, direction, withholding of approval
or consent, determination, certificate, statement of objection,
assessment or valuation of the Employer, the Engineer under the
Contract the Designer or the Contractor relating to the dispute
or difference.
[STAMPS]
Rev. 0: 26 April 2002 SCA/4 Contract No. LCC-300
SPECIAL CONDITIONS OF CONTRACT
IN WITNESS whereof this Warranty has been executed as a deed on the date first
above written.
THE SEAL of )
THE KOWLOON-CANTON )
RAILWAY CORPORATION )
is hereto affixed by authority of the )
Managing Board and signed by )
[ ] and [ ] )
in the presence of: )
---------------------------
(Authorized Signatory)
---------------------------
(Authorized Signatory)
THE COMMON SEAL of )
[Insert name of Designer] )
was affixed hereto )
in the presence of: )
)
OR
SIGNED, SEALED AND DELIVERED )
by Mr [ ] )
for and on behalf of [Insert name of Designer] )
as lawful attorney of the Designer under )
Power of Attorney dated [ ] )
in the presence of [Insert name of Witness] )
as Witness )
-----------------------------
[SEE NOTE 4]
[STAMPS]
Rev. 0: 26 April 2002 SCA/5 Contract No. LCC-300
SPECIAL CONDITIONS OF CONTRACT
NOTES FOR GUIDANCE IN PREPARATION OF WARRANTY BY DESIGNER
These notes are prepared in order to assist the Designer in the preparation of
the Warranty and cross refer to the note references contained in the draft
Warranty itself. The note references contained in the draft Warranty shall be
deleted from the engrossment of the Warranty when prepared by the Designer.
NOTE 1
At the time of preparation of the Warranty by the Designer, the date should be
left blank. The date will be inserted by the Employer at the time of execution
of the Warranty by him.
NOTE 2
The jurisdiction in which the Designer is incorporated shall be inserted.
NOTE 3
The address for service shall be in Hong Kong.
NOTE 4
The Designer shall execute the warranty under seal.
This may be done either by:
(a) affixing the Corporate Seal of the Designer in the presence of
authorized signatories in accordance with the Articles of Association or
other constitutional documents of the Designer; or
(b) by execution under seal by an attorney appointed by a valid and binding
Power of Attorney given by the Designer in accordance with its Articles
of Association or other constitutional documents.
The following documents shall be submitted with the executed warranty:
1. if executed by affixing the Corporate Seal:
(a) an extract from the Designer's Articles of Association or other
constitutional documents dealing with the execution of documents
by use of the Corporate Seal of the Designer; and
(b) a copy of the Board Resolution or a copy of the minutes of the
meeting of the Board the Designer by which the execution of the
Warranty was approved;
[STAMPS]
Rev. 0: 26 April 2002 SCA/6 Contract No. LCC-300
SPECIAL CONDITIONS OF CONTRACT
3. if executed by an attorney on behalf of the Designer:
(a) a copy of the Power of Attorney by which the attorney is
appointed by the Designer to execute documents on its behalf;
and
(b) evidence of the authority of the person providing the Power of
Attorney to delegate powers to the attorney e.g. copy of the
Board Resolution authorizing the appointment of the attorney or
extracts from the Designer's Articles of Association or other
constitutional documents dealing with the appointment of
attorneys together with confirmation of the position or office
held by the person giving the Power of Attorney; and
3. if the Designer is incorporated outside of Hong Kong, a legal opinion,
if required by the Employer, in a form that shall be provided to the
Designer, confirming the validity of the execution of the Warranty and
of any Power of Attorney.
[STAMPS]
Rev. 0: 26 April 2002 SCA/7 Contract No. LCC-300
SPECIAL CONDITIONS OF CONTRACT
ATTACHMENT 2
TO
SPECIAL CONDITIONS OF CONTRACT
[STAMPS]
Rev. 1: 28 June 2002 Contract No. LCC-300
Addendum No. 1
SPECIAL CONDITIONS OF CONTRACT
ATTACHMENT 2 TO THE SPECIAL CONDITIONS OF CONTRACT
SCHEDULE 11
PART B
EMPLOYEES' COMPENSATION INSURANCE
1. The Employer shall facilitate the establishment of an Employees'
Compensation Master Policy (ECMP) with an Insurer duly licensed by
Insurance Authority of the Hong Kong Special Administrative Region and
in terms acceptable to the Employer.
2. In accordance with the provisions of Clause 33.1 (g) of the General
Conditions, the Contractor shall procure insurance through the
Employer's appointed broker, Aon Risk Services Hong Kong Limited (Aon)
jointly for itself and for its sub-contractors of every tier from the
Date for Commencement of the Works until the date of issue of the
Defects Liability Certificate through the ECMP under procedures to be
promulgated by the Employer before the Date of Commencement of the
Works.
3. The Contractor shall pay the Employee's Compensation Insurance (ECI)
premium, the Statutory Employee's Compensation Insurance Levy (ECIL) and
any adjustment thereof, as determined by the insurers, on production of
an invoice by Aon. In any event, the Contractor shall provide payment
receipts issued by Aon for:
(a) the ECI premium and ECIL, within 30 days from the date of Letter
of Acceptance; and
(b) any adjustment of the ECI premium and ECIL, within 30 days of
the date of the invoice for any such adjustment.
The ECI premium and ECIL, evidenced by the aforesaid payment receipts
shall, notwithstanding any provision of the Contract, be reimbursed to
the Contractor by the Employer without the deduction of Retention Moneys
on the instruction of the Engineer pursuant to Clause 65.1(a) of the
General Conditions. Without prejudice to any other provision of the
Contract, a certificate certifying the reimbursement shall be issued by
the Engineer within 7 days of the Contractor presenting the said
receipts to the Engineer. Notwithstanding any other provision of the
Contract, the Contractor shall not be entitled to receive any overhead
or profit from the Employer on any ECI premium and ECIL reimbursed by
the Employer to the Contractor.
4. Insurance coverage provided by ECMP shall follow the standard Accident
Insurance Association of Hong Kong Employee's Compensation policy
wording to indemnify the obligations of the Contractor and its
sub-contractors of every tier and shall additionally include
enhancements and extensions as set out in the synopsis, subject to any
amendment required by the insurers, other than as a result of default of
the Employer.
[STAMPS]
Rev. 2: 28 October 2002 SCB/1 Contract No. LCC-300
EAST RAIL EXTENSIONS
SYNOPSIS OF INSURANCE
REFERRED TO IN SCHEDULE 11 PART B
EMPLOYEES' COMPENSATION
INSURANCE PROGRAMME
specifically for the
KOWLOON-CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS PROJECT
LOK MA ▇▇▇▇ SPUR LINE
(Except Contracts LDB201, LCC205,
LCC206 and LFCC007)
[STAMPS]
SCHEDULE 11 PART B
SYNOPSIS OF INSURANCE MASTER POLICY
Insured : Kowloon-Canton Railway Corporation as owner and/or
Contractors and/or Subcontractors of any tier
Insured Contracts : All civil works, contracts and systemwide contracts
(railway operating system) other than Contracts LDB201,
LCC205, LCC206 and LFCC007 for the Lok Ma ▇▇▇▇ Spur
Line for the East Rail Extensions Project.
Territorial Limits : Hong Kong Special Administrative Region but including
staff and workers temporarily working outside Hong Kong
Special Administrative Region.
Period of Insurance : For the duration of the Insured Contracts from date to
be advised to completion of the Insured Contracts plus
12 months Defects Liability Period or to the extent and
terms defined in each applicable contract separately.
1. Employees' Compensation Insurance
Limit of Indemnity : HK$200 million any one accident
Extensions :
. Joint Insured Clause
. Primary Insured Clause
. Waiver of Subrogation Rights Against All Joint
Insureds
. Cancellation Clause
. Future Amendments to Statutory Provisions (subject
to additional premium payable and as recommended by
AIA or relevant body)
. W204 Indemnity to sub-contractors
. W348 Witnessing Clause (Exception (a)
. Emergency Fatality Payment Clause
. Cover for Employees Temporarily Outside the H.K.
Special Administrative Region
[STAMPS]
. Cover for Employees Whilst Undertaking Business
Trips
. Declaration to Master Policy
. Jurisdiction
. Terrorism Endorsement
. Claims Reporting/Processing System and Medical
Healthcare Scheme
The foregoing insurance provides cover only for Employees within the meaning
of the Hong Kong Employees' Compensation Ordinance.
2. Standalone Legal Liability Insurance (for claims at Common Law):
. Insuring Independent Contractors and/or Sole
Proprietors of subcontractors ("self employed labour
only subcontractors/sole proprietors") subject to a
limit of HK$100 million any one accident.
Subject to policy terms, conditions and limitations.
Deductibles for "self employed labour only subcontractors/sole proprietors":
. 5% of adjusted loss amount with a minimum of HK$100,000 per accident
[STAMPS]
FORM OF TENDER
Note: Confidential treatment has been requested for portions of this exhibit.
The copy filed herewith omits the information subject to the confidentiality
request. Omissions are designated as "***." A complete version of this exhibit
has been filed separately with the Securities and Exchange Commission
[LOGO]
KCR
[CHINESE CHARACTERS]
KOWLOON CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
CONTRACT LCC-300
LOK MA ▇▇▇▇ TERMINUS AND ASSOCIATED WORKS
FORM OF TENDER
(PART 1 OF 8)
[STAMP]
28 October 2002 Contract No. LCC-300
Tenderer : Balfour ▇▇▇▇▇▇ - ▇▇▇ Joint Venture
ALTERNATIVE TENDER
KOWLOON-CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
FORM OF TENDER
Date: 9th August 2002
To: Director, East Rail Extensions
Kowloon-Canton Railway Corporation
Ground Floor, KCRC House,
▇▇.▇ ▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇,
▇▇ ▇▇▇, ▇▇▇ ▇▇▇▇▇▇▇▇▇▇▇,
▇▇▇▇ ▇▇▇▇.
Dear Sir,
Contract No. LCC-300
Lok Ma ▇▇▇▇ Terminus and Associated Works
1. Having inspected the Site and examined the General Conditions of
Contract, the Special Conditions of Contract, the Drawings and the
Specification, any addenda and all other information issued by the
Corporation in respect of the execution of the Works under the
above-mentioned contract and having completed the Pricing Document
contained in Appendix 2 hereto, we hereby [jointly and severally]* offer
to execute the Works in conformity with the said General Conditions of
Contract, Special Conditions of Contract, the Drawings and the
Specification, the said addenda and the aforesaid other information and
Appendices 1 and 2 hereto for such sum as may be ascertained in
accordance with the said General Conditions of Contract, the Special
Conditions of Contract and the Pricing Document as completed by us and
appended hereto.
2. We confirm that, at the date hereof, we are not aware of any requirement
contained in the documents referred to in Paragraph 1 above with which
it is physically impossible to comply, save to the extent disclosed in
the Tender.
3. We undertake [jointly and severally]* to substantially complete the
Works and any Sections and achieve all Stages by the Key Dates stated in
the Specification.
4. We undertake [jointly and severally]*:
(a) to keep this Tender open for acceptance without unilaterally
varying or amending its terms for the period stated in Appendix
1 hereto; [(The withdrawal of any member or any other change in
the composition of the joint venture/consortium/partnership on
whose behalf this Tender is submitted shall constitute a breach
of this undertaking)]*;
[STAMP]
Rev. 0: 26 April 2002 Page 1 of 3 Contract No. LCC-300
Tenderer : Balfour ▇▇▇▇▇▇ - ▇▇▇ Joint Venture
ALTERNATIVE TENDER
(b) if this Tender is accepted, to provide security for the due
performance of the Contract as stipulated in the General
Conditions of Contract and/or the Special Conditions of
Contract; and
(c) to hold in confidence all documents and information whether
technical or commercial supplied to us at any time by or on
behalf of the Corporation in connection with this Tender or the
Works and, without your written authority or as otherwise
required by law, not to publish or otherwise disclose the same.
5. Unless and until a formal agreement is prepared and executed, this
Tender together with your written acceptance thereof shall constitute a
binding contract between us.
6. We understand that you are not bound to accept the lowest or any tender
you may receive.
7. We understand and agree that upon award of the Tender, the result of the
evaluation and the bid of each Tenderer will be made known to all
Tenderers in the interests of transparency.
8. This Tender shall be governed by and construed in all respects according
to the laws for the time being in force in the Hong Kong Special
Administrative Region.
Yours faithfully,
Witnessed by
Signature /s/ D.R. Suff Signature /s/ ▇▇▇▇ ▇▇▇▇▇▇▇▇
------------------------- -------------------------
Name D.R. Suff Name ▇▇▇▇ ▇▇▇▇▇▇▇▇
For and on behalf of Balfour ▇▇▇▇▇▇
Group Limited Occupation Proposals Manager
Address 904 ▇▇▇▇▇▇ ▇▇▇▇▇, ▇▇▇▇▇▇▇ ▇▇▇ ▇▇▇▇▇▇ ▇▇▇▇▇, ▇ ▇▇▇▇
3 Sham Mong Road, ▇▇▇ ▇▇▇ ▇▇▇▇ ▇▇▇▇ Road, Tai ▇▇▇ ▇▇▇▇, Kowloon
Kowloon Date 9th August 2002
Witnessed by
Signature /s/ Lo ▇▇▇ ▇▇▇▇▇ Signature /s/ ▇▇▇▇ ▇▇▇▇▇▇▇▇
------------------------- -------------------------
Name Lo ▇▇▇ ▇▇▇▇▇ Name ▇▇▇▇ ▇▇▇▇▇▇▇▇
For and on behalf of ______________
▇▇▇ Construction Co. Ltd. Occupation Proposals Manager
Address ▇▇▇▇-▇ ▇▇▇▇▇ ▇▇▇▇▇ ▇▇▇▇▇▇ ▇▇▇▇▇▇▇ 904 Skyway House, 3 Sham
▇▇▇ ▇▇▇▇▇▇▇▇▇▇ ▇▇▇▇, ▇▇▇▇▇▇▇▇ Bay ▇▇▇▇ ▇▇▇▇, ▇▇▇ ▇▇▇ ▇▇▇▇, ▇▇▇▇▇▇▇
▇▇▇▇ ▇▇▇▇ Date 9th August 2002
[STAMP]
Rev. 0: 26 April 2002 Page 2 of 3 Contract No. LCC-300
Tenderer : Balfour ▇▇▇▇▇▇ - ▇▇▇ Joint Venture
ALTERNATIVE TENDER
*Notes:-
If the Tenderer comprises a partnership, joint venture or consortium:-
(a) the provisions marked with an asterisk are to be retained subject to
deletion of the brackets and the inapplicable descriptions (i.e.
partnership, joint venture or consortium);
(b) the liability of each member under the Tender, and under any contract
formed upon its acceptance, will be joint and several; and
(c) a representative of each member must sign the Form of Tender.
[STAMP]
Rev. 0: 26 April 2002 Page 3 of 3 Contract No. LCC-300
FORM OF TENDER
APPENDIX 1 TO THE FORM OF TENDER
[LOGO]
KCR
[CHINESE CHARACTERS]
KOWLOON CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
CONTRACT LCC-300
LOK MA ▇▇▇▇ TERMINUS AND ASSOCIATED WORKS
APPENDIX 1 TO THE FORM OF TENDER
[STAMP]
28 October 2002 Contract No. LCC-300
FORM OF TENDER
APPENDIX 1 TO THE FORM OF TENDER
Balfour ▇▇▇▇▇▇ - ▇▇▇ Joint Venture
Tenderer __________________________
APPENDIX 1
TO THE FORM OF TENDER
1. DEFINITION OF 'PROJECT'
(Clause GC-1.1 of the General Conditions)
"Project" means the Lok Ma ▇▇▇▇ Spur Line forming part of the East Rail
Extensions which provides an extension to KCRC's existing electrified
twin track railway system between the current Sheung Shui Station to a
new Lok Ma ▇▇▇▇ Terminus located at the boundary of Lok Ma ▇▇▇▇
including Dongjiang Watermains diversion at Sheung Shui.
2. PERIOD FOR ACCEPTANCE OF THE TENDER
(Paragraph 4(a) of the Form of Tender)
Twenty six (26) weeks after the Tender Closing Date set out in the
Letter of Invitation to Tender, or such later date as may be agreed in
writing by the Corporation and the Tenderer.
3. DUTIES AND POWERS OF THE ENGINEER SUBJECT TO DIRECTION BY THE EMPLOYER
(Clause GC-2.2 of the General Conditions):
(a) Clauses GC-5.3 and 5.4 of the General Conditions
Consent to proposed subcontractors and subcontract terms and
conditions.
(b) Clause GC-5.11 of the General Conditions
The discontinuance of participation of a subcontractor in the
Works.
(c) Clause GC-6.6 of the General Conditions
Consent to the appointment of a replacement of the Independent
Checking Engineer.
(d) Clause GC-16 of the General Conditions
Review without objection of the Works Programme.
(e) Clause GC-17 of the General Conditions
Review without objection of the method statement.
[STAMP]
Rev. 0: 26 April 2002 Page 1 of 4 Contract No. LCC-300
FORM OF TENDER
APPENDIX 1 TO THE FORM OF TENDER
Balfour ▇▇▇▇▇▇ - ▇▇▇ Joint Venture
Tenderer __________________________
(f) Clause GC-21.6 of the General Conditions
Instructing the rectification of loss/damage to the Works caused
by Excepted Risks.
(g) Clause GC-31.3 of the General Conditions
Instructing the disposal of, or dealing with, antiquities.
(h) Clause GC-45.3 of the General Conditions
The award of extensions of time for the substantial completion
of the Works or any Section or the achievement of any Stage.
(i) Clause GC-46.2 of the General Conditions
The instruction of increased rates of progress of the Works.
(j) Clause GC-47.2 and 47.6 of the General Conditions
Request for submission of proposals to Recover Delay and/or
Accelerate the Works and the instruction of measures to Recover
Delay and/or Accelerate the Works.
(k) Clause GC-48.5 of the General Conditions
Assessment of reduced rate of liquidated damages for delay.
(l) Clause GC-51.1 of the General Conditions
Instruction of the suspension of the Works or any Section, or
any part of the Works.
(m) Clause GC-53.1(b) of the General Conditions
The instruction of additional work in the Defects Liability
Period not originally included in the Drawings and/or the
Specification.
(n) Clause GC-54 of the General Conditions
Issue of variation instructions in respect of work with an
estimated value in excess of HK$500,000.
[STAMP]
Rev. 0: 26 April 2002 Page 2 of 4 Contract No. LCC-300
FORM OF TENDER
APPENDIX 1 TO THE FORM OF TENDER
Balfour ▇▇▇▇▇▇ - ▇▇▇ Joint Venture
Tenderer __________________________
(o) Clause GC-55A of the General Conditions
The exercise of Option(s) by instructing the Contractor to
execute the work comprised therein.
(p) Clause GC-56 of the General Conditions
The valuation of variation and other instructions.
(q) Clause GC-57 of the General Conditions
The assessment of Cost for disturbance to the progress of the
Works.
(r) Clause GC-62.1 of the General Conditions
Withholding of consent to bring onto the Site any item of
Contractor's Equipment not solely owned by the Contractor.
(s) Clause GC-65.1 of the General Conditions
The issue of instructions for the expenditure of Provisional
Sums.
(t) Clause GC-66.5 and 66.6 of the General Conditions
Review of Interim Payment Schedule and Schedule of Milestones
and the revision thereof.
(u) Clause GC-74.1 of the General Conditions
Service of notice of the Contractor's abandonment or breach of
the Contract entitling the Employer to serve a notice of
termination.
4. AMOUNT OF CONTRACTOR'S BOND
(Clause 14.1(a) of the General Conditions)
***
5. LEVEL OF PROFESSIONAL INDEMNITY INSURANCE
(Clause 33.1(f) of the General Conditions)
***
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 0: 26 April 2002 Page 3 of 4 Contract No. LCC-300
FORM OF TENDER
APPENDIX 1 TO THE FORM OF TENDER
Tenderer Balfour ▇▇▇▇▇▇ - ▇▇▇ Joint Venture
6. LIQUIDATED DAMAGES FOR DELAY
(Clauses 48.2 and 48.5 of the General Conditions)
LIQUIDATED TOTAL
DAMAGES LIQUIDATED
PAYABLE BY DAMAGES
LIQUIDATED DAMAGES PAYABLE TO THE EMPLOYER TO PAYABLE TO THE
EMPLOYER THIRD PARTY EMPLOYER
(A) (B) (A+B)
KEY DATE ------------------------------------------------------------------------------
NO. All figures below are HK$ per day for each day of delay)
------------------------------------------------------------------------------------------
KD-1 *** *** ***
KD-2 *** *** ***
KD-3 *** *** ***
KD-4 *** *** ***
KD-5 *** *** ***
KD-6 *** *** ***
KD-7 *** *** ***
KD-8 *** *** ***
KD-9 *** *** ***
KD-10 *** *** ***
KD-11 *** *** ***
KD-12 *** *** ***
KD-13 *** *** ***
KD-14 *** *** ***
KD-15 *** *** ***
KD-16 *** *** ***
KD-17 *** *** ***
KD-18 *** *** ***
KD-19 *** *** ***
Note: The liquidated damages for Key Dates KD-4, ▇▇-▇▇, ▇▇-▇▇ and KD-19 are
inclusive of *** per day payable by the Employer to Third Party (i.e.
The Government of the Hong Kong Special Administrative Region)
respectively, which are only applicable upon the exercising by the
Employer of the Works in Option 1. In the event that Option 1 is not
exercised the total amounts of the liquidated damages in respect of Key
Dates KD-4, ▇▇-▇▇, ▇▇-▇▇ and KD-19 shall be *** per day respectively.
7. LIMIT FOR LIQUIDATED DAMAGES FOR DELAY
(Clause 48.6 of the General Conditions)
***
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1: 28 October 2002 Page 4 of 4 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT
[LOGO]
KCR
[CHINESE CHARACTERS]
KOWLOON CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
CONTRACT LCC-300
LOK MA ▇▇▇▇ TERMINUS AND ASSOCIATED WORKS
APPENDIX 2 TO THE FORM OF TENDER
PRICING DOCUMENT
[STAMP]
28 October 2002 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT
FORM OF TENDER
APPENDIX 2
PRICING DOCUMENT
TABLE OF CONTENTS
Part 1 of 8
1. Preamble Pages 1 - 7
2. Pricing Schedule
- Pricing Schedule Summary PS.SUM/1 and PS.SUM/2
- Cost Centres (A-J)
Part 2 of 8
2. Pricing Schedule (Continued)
- Lump Sum Breakdown (LSA1.1 - LSE13.1)
Part 3 of 8
2. Pricing Schedule (Continued)
- Lump Sum Breakdown (LSF1.1 - LSF7.2)
Part 4 of 8
2. Pricing Schedule (Continued)
- Lump Sum Breakdown (LSG1.1 - LSG5.1)
Part 5 of 8
2. Pricing Schedule (Continued)
- Lump Sum Breakdown (LSI1.1 - LSI15.1)
3. Schedule of Milestones Pages SM/1 - SM/16
4. Interim Payment Schedule Page IPS/1 - IPS/8
Part 6 of 8
5. Pricing Schedule (Option 1)
- Cost Centres (K(R) - L)
Part 7 of 8
5. Pricing Schedule (Option 1) (Cont'd)
- Lump Sum Breakdown (LSL1.1 - LSL7.1)
6. Schedule of Milestones (Option 1) Pages SM/1 - SM/2 (Option 1)
7. Interim Payment Schedule (Option 1) Page IPS/1 - IPS/4 (Option 1)
Part 8 of 8
8. Annex 1- Standard Method of Measurement
Architectural Builder's Works and Finishes
9. Annex 2 - Standard Method of Measurement Building Services
10. Annex 3 - Additions and Amendments to the Methods of Measurement
[STAMP]
Rev. 2: 28 October 2002 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT PREAMBLE
APPENDIX 2
TO
THE FORM OF TENDER
PRICING DOCUMENT
PREAMBLE
[STAMP]
Rev. 0: 26 April 2002 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT PREAMBLE
KOWLOON-CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
CONTRACT NO. LCC-300
PRICING DOCUMENT
PREAMBLE
A. INTRODUCTION
1.1 This Preamble to the Pricing Document describes and explains the
various parts of the Pricing Document and their inter
relationship.
1.2 Notwithstanding Clause 1.2.2 of the General Conditions, the
headings and sub-headings contained in the Pricing Schedule,
Lump Sum Breakdowns and Methods of Measurement shall be taken
into consideration in the interpretation and construction of
such documents.
B. PRICING SCHEDULE
1. GENERAL
1.1 For payment purposes, the Works are divided into Cost Centres
each of which represents a major item or series of interrelated
items associated with the Works. It is not the intent that item
descriptions contained in any Cost Centre fully define the scope
of work to be executed under each Cost Centre.
1.2 Cost Centre A comprises the Preliminaries and General
Requirements for both Core and Option Works. For the avoidance
of doubt, the Preliminaries and General Requirements for Option
1 shall be deemed to be included in Cost Centre A.
1.3 Cost Centre J comprises Provisional Sums and Dayworks for both
Core and Option Works. Expenditure against this Cost Centre, if
any, will be subject to and in accordance with Clause 65 of the
General Conditions in respect of Provisional Sums, and Clause 55
of the General Conditions in respect of Dayworks. The Cost
Centre Value for Cost Centre J will be revised to nil upon the
issue of the Letter of Acceptance, in accordance with Clause
66.2 of the General Conditions.
1.4 Cost Centres may be divided into Activity Bills and/or Parts
describing elements of work, each of which has a price entered
against it. The sum of all prices included in each Cost Centre
shall represent the Cost Centre Value for that Cost Centre.
[STAMP]
Rev. 1: 28 June 2002 Page 1 Contract No. LCC-300
Addendum No. 1
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT PREAMBLE
1.5 Cost Centres A (Core and Option Works), B, E, F, G, I (Core
Works) and L (Option Works) contain lump sum items. The Cost
Centre Values of such Cost Centres are not subject to adjustment
in respect of the actual quantities of work executed by the
Contractor or in respect of any mis-application of the Methods
of Measurement in the preparation of the Lump Sum Breakdowns,
and represent the extent of the Contractor's entitlement to
receive payment in respect of such Cost Centres subject only to
the express provisions of the Contract including without
limitation, and where appropriate, the prior exercise of any
Option by the Engineer in accordance with the Contract. Some of
these Cost Centres have a corresponding Lump Sum Breakdown,
which shall only be used for carrying out any valuation pursuant
to Clause 56 of the General Conditions and revisions in
accordance with Clause 66 of the General Conditions, save that
the quantities and amounts contained therein shall have no
contractual meaning or effect.
1.6 Cost Centres C(R), D(R), H(R) (Core Works) and K(R) (Option
Works) contain remeasurement items.
1.7 Any error in the Pricing Schedule or omission therefrom shall
not vitiate the Contract nor release the Contractor from the
execution of the whole or any part of the Works according to the
Drawings and the Specification or from any of his obligations
under the Contract.
1.8 All rates and prices in this Pricing Document are expressed in
Hong Kong Dollars.
1.9 The Contract does not provide for fluctuations or escalation in
the prices contained in this Pricing Document.
2 REMEASUREMENT ITEMS
2.1 Cost Centres C(R), D(R), H(R) (Core Works) and K(R) (Option
Works) containing remeasurement items, have been prepared in
accordance with the procedures contained in the following
Methods of Measurements:
a) Civil Engineering Standard Method of Measurement, third
edition reprinted with corrections in 1992, 1995
(CESMM3), which document is incorporated herein by
reference;
b) Standard Method of Measurement - Architectural Builder's
Works and Finishes, included as Annex 1 of this Pricing
Document; and
c) Standard Method of Measurement - Building Services,
included as Annex 2 of this Pricing Document,
[STAMP]
Rev. 1: 28 June 2002 Page 2 Contract No. LCC-300
Addendum No. 1
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT PREAMBLE
as appropriate and as amended by the ADDITIONS AND AMENDMENTS TO
THE METHODS OF MEASUREMENT as set out in Annex 3 of this Pricing
Document (collectively, "the Methods of Measurement"). The
Methods of Measurement shall be used for the purpose of valuing
variations pursuant to Clause 56 of the General Conditions and
remeasurement pursuant to this paragraph B.2, only.
2.2 Where the words "Bills of Quantities" appear in the Methods of
Measurement, such words shall be construed as "Lump Sum
Breakdowns" and "Cost Centres containing remeasurement items",
as appropriate.
2.3 The quantities set out in Cost Centres C(R), D(R), H(R) (Core
Works) and K(R) (Option Works) are estimated quantities for
remeasurement items and they are not to be taken as the actual
and correct quantities of the work to be executed by the
Contractor in fulfilment of his obligations under the Contract.
2.4 No instruction shall be required for any increase or decrease in
the quantity of any work where such increase or decrease is not
the result of an instruction given under Clause 54 of the
General Conditions but is the result of the quantities exceeding
or being less than those stated in Cost Centres C(R), D(R), H(R)
(Core Works) and K(R) (Option Works).
2.5 The Engineer shall correct any error or omission in respect of
remeasurement items as a result of mis-application of the
Methods of Measurement in the preparation of Cost Centres C(R),
D(R), H(R) (Core Works) and K(R) (Option Works) and shall
determine the value of the work actually carried out in
accordance with the principles set out in Clause 56.2 of the
General Conditions, provided that there shall be no
rectification of any error, omission or wrong estimate in any
description or rate inserted by the Contractor in the Pricing
Schedule.
2.6 Where the Engineer is satisfied that the actual quantity of work
executed in respect of any remeasurement item will be greater or
less than the quantities stated in Cost Centres C(R), D(R), H(R)
(Core Works) and K(R) (Option Works), he shall ascertain and
determine by measurement (in accordance with the procedures set
forth in the Methods of Measurement) the quantity of work
executed in accordance with the Contract. Subject to Paragraph
B. 2.7 below, such work shall be valued at the applicable rates
for remeasurement items set out in the Pricing Schedule or, if
there are no appropriate rates in the Pricing Schedule, at other
rates determined in accordance with Paragraph B. 2.5 above. The
Engineer shall, in any event, undertake a final review of the
quantity of work executed in respect of all remeasurement items
included in any Cost Centre upon completion of the works in such
Cost Centre.
[STAMP]
Rev. 0: 26 April 2002 Page 3 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT PREAMBLE
2.7 Should the actual quantity of work executed in respect of any
remeasurement item be substantially greater or less than that
stated in the Pricing Schedule (other than an item included in
the daywork schedule if any) and if in the opinion of the
Engineer such increase or decrease of itself shall render the
rate for such item unreasonable or inapplicable, the Engineer
shall determine an appropriate increase or decrease of the rate
for the item using the Pricing Schedule rate as the basis for
such determination and shall notify the Contractor accordingly.
Any difference in actual quantities executed by the Contractor
and those stated in the Pricing Schedule shall not, in itself,
amount to a variation to the Works pursuant to Clause 54 of the
General Conditions.
3. COST CENTRE DESCRIPTIONS
The scope and extent of the Works are to be ascertained by reference to
the Contract documents as a whole and shall not be limited in any manner
whatsoever by the descriptions in the Cost Centres or the descriptions
and quantities of the items included in the Pricing Schedule and the
Lump Sum Breakdowns. The Contractor acknowledges that the Pricing
Schedule, as the same may incorporate Contractor's Other Charges (as
defined in the Methods of Measurement) in any Cost Centre, either
directly or by inclusion in the value for a lump sum item as reflected
in the corresponding Lump Sum Breakdowns at the time of the Tender,
fully describes for payment purposes, the price, scope and extent of the
items of work to be undertaken in each Cost Centre. The activity
descriptions within the Methods of Measurement for items shall be deemed
to cover all aspects of the relevant item. In the event that the
Contractor has not inserted any Contractor's Other Charges in respect of
any Cost Centre, the Cost Centre Value of such Cost Centre shall be
inclusive of all of the Contractor's obligations to execute that part of
the Works covered by the Cost Centre and to perform all of his other
obligations under the Contract in respect thereof, and the Contractor
shall not be entitled to receive any further or additional payment in
respect of such Cost Centre save as referred to in Paragraph 4.1 below.
4. PRICING SCHEDULE SUMMARY
The total of the Cost Centre Values as shown in the Pricing Schedule
Summary identifies the Tender Total which shall (subject to the
provisions of the General Conditions of Contract, including, without
limitation, Clause 66.2 (a) and the Special Conditions) be the total
amount to be paid to the Contractor for executing the Works and
performing all other obligations under the Contract, as described in or
inferred from the Contract as a whole, subject only to any further
amounts as may be determined by the Engineer as being due to the
Contractor in accordance with the General Conditions in respect of Cost
incurred, Dayworks or such other matters for which an entitlement to
payment is the subject of express provisions of the General Conditions,
Special Conditions or this Preamble.
[STAMP]
Rev. 0: 26 April 2002 Page 4 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT PREAMBLE
C. LUMP SUM BREAKDOWNS
1. The Lump Sum Breakdown for each lump sum item included in the Pricing
Schedule shall be deemed to have been prepared in accordance with the
procedures contained in the Methods of Measurement. The Lump Sum
Breakdowns are included in the Pricing Document solely for the purpose
of providing rates and prices for valuing variations in accordance with
Clause 56 of the General Conditions and for facilitating any revisions
made in accordance with Clause 66 of the General Conditions. The
quantities and amounts included in the Lump Sum Breakdowns are relevant
only for the Employer's assessment and evaluation of the Tender and the
Contractor acknowledges that such quantities and amounts shall have no
contractual meaning or effect.
2. The items set out in the Lump Sum Breakdowns are not to be taken as
comprehensive nor the actual and correct items of that part of the Works
to be executed by the Contractor in fulfilment of his obligations and
liabilities under the Contract.
3. Any error in the Lump Sum Breakdowns or omission therefrom shall not
vitiate the Contract nor release the Contractor from the execution of
the whole or any part of the Works according to the Drawings and
Specification or from any of his obligations or liabilities under the
Contract.
D. MEASUREMENT PROCEDURES
1. Measurement procedures in respect of remeasurement items included in
Cost Centres C(R), D(R), H(R) (Core Works) and K(R) (Option Works) and
items which are the subject of a variation instruction issued by the
Engineer in accordance with Clause 54 of the General Conditions, shall
be as follows:
1.1 when any part of the Works is required to be measured, the
Engineer shall inform the Contractor who shall forthwith attend
or send a representative to assist the Engineer in making such
measurement and shall furnish all particulars required by him.
Should the Contractor not attend or neglect or omit to send such
representative or furnish all required particulars, then the
measurement made by the Engineer shall be taken to be the
correct measurement of the work;
1.2 for the purpose of measuring any part of the Permanent Works by
records and drawings, the Engineer shall prepare records and
drawings month by month of such work and the Contractor, as and
when called upon to do so by the Engineer in writing, shall
within 14 days attend to examine and agree such records and
drawings with the Engineer and shall sign the same when so
agreed and if the Contractor does not so attend to examine and
agree any such records and drawings they shall be taken to be
correct; and
[STAMP]
Rev. 0: 26 April 2002 Page 5 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT PREAMBLE
1.3 if after examination of such records and drawings the Contractor
does not agree the same or does not sign the same as agreed,
they shall nevertheless be taken to be correct unless the
Contractor shall, within 14 days of such examination, lodge with
the Engineer for a decision by the Engineer a statement in
writing of the respects in which such records and drawings are
claimed by the Contractor to be incorrect, together with
justification of the Contractor's claim.
The provisions of this Paragraph shall not apply to those items of work
which are expressly identified as lump sum items in the Pricing
Schedule. Such lump sum items shall not be adjusted except in accordance
with Clauses 54 and 55A.4 of the General Conditions.
E. SCHEDULE OF MILESTONES
1. The Schedule of Milestones identifies Milestones which constitute
essential or significant steps towards the completion of the works
within each Cost Centre or actions to be carried out by the Contractor
under the Contract, together with dates by which the Contractor must
achieve each Milestone in order to maintain interim payments in
accordance with the Contract.
2. The Schedule of Milestones imposes limits on the maximum accumulative
and incremental payment percentages in the IPS.
3. Milestones and the dates for their achievement may be revised by the
Engineer in accordance with Clause 66 of the General Conditions.
4. In this Contract, "achievement" of a Milestone means completion of the
relevant work or performance of the relevant action in accordance with
the requirements of the Contract, including, without limitation, the
requirements applicable to the relevant work or action contained in the
quality plans prepared by the Contractor and reviewed without objection
by the Engineer.
F. INTERIM PAYMENT SCHEDULE (IPS)
1. The Interim Payment Schedule (IPS) identifies the monthly accumulative
percentage for each Cost Centre Value to be used to calculate the amount
certified in Interim Payment Certificates in accordance with Clause 67
of the General Conditions.
2. In addition to the IPS for the Core Works, a separate IPS is included
for Option 1 (IPS (Option 1)). In the event that the Engineer exercises
Option 1 pursuant to Clause 55A of the General Conditions, the
Contractor shall be paid for the execution of Option 1 in accordance
with the IPS (Option 1).
[STAMP]
Rev. 1: 28 June 2002 Page 6 Contract No. LCC-300
Addendum No. 1
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT PREAMBLE
3. The periods identified in the IPS as "months" shall be determined as
follows:
3.1 if the Date for Commencement of the Works falls on or before the
20th day of a calendar month, that calendar month shall be the
1st month and succeeding calendar months shall be the 2nd and
subsequent months; and
3.2 if the Date for Commencement of the Works falls on or after the
21st day of a calendar month, the next following calendar month
shall be the 1st month and succeeding calendar months shall be
the 2nd and subsequent months.
4. The following restraints shall apply to the percentages included in
respect of each Cost Centre:
4.1 the incremental percentage increase between Milestones shall not
be less than 2.5% of the Cost Centre Value in the period between
which Milestones for the Cost Centre are stated to be achieved,
except for Cost Centre A;
4.2 the IPS percentage shall not exceed 97.5% of the Cost Centre
Value prior to the month in which the final Milestone is stated
to be achieved; and
4.3 IPS percentages shall be to a maximum of two decimal places.
5. The IPS contains reference to the applicable Milestones within each Cost
Centre. Each Cost Centre Milestone must be achieved by the Contractor in
order to maintain the interim payments in accordance with the IPS.
G. OFF-SHORE MANUFACTURING BONDS
Off-Shore Manufacturing Bonds are not required for this Contract.
[STAMP]
Rev. 0: 26 April 2002 Page 7 Contract No. LCC-300
Contract LCC300
Lok Ma ▇▇▇▇ Terminus and Associated Works
BREAKDOWN OF ON-COST
Head
Office Site Office Others
Cost Activity Direct Overheads Profits Overheads Finance (Insurance) Total
Centre Description Costs % % % % % % %
----------------------------------------------------------------------------------------------------------
A Preliminaries &
General
Requirements *** *** *** *** *** *** ***
B to L Activity
Description
and/or Groups of
items or Cost
Centre as a whole *** *** *** *** *** *** ***
Note
The Breakdown of On-Cost may be used by the Engineer for the purposes of the
valuation of variations in accordance with Clause 56 of the General Conditions.
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT
APPENDIX 2
TO
THE FORM OF TENDER
PRICING DOCUMENT
PRICING SCHEDULE
TABLE OF CONTENTS
a) Pricing Schedule Summary
b) Cost Centres
[STAMP]
Rev. 0: 26 April 2002 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT
APPENDIX 2
TO
THE FORM OF TENDER
PRICING DOCUMENT
PRICING SCHEDULE
PRICING SCHEDULE SUMMARY
[STAMP]
Rev. 0: 26 April 2002 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT
APPENDIX 2
TO
THE FORM OF TENDER
PRICING DOCUMENT
PRICING SCHEDULE
PRICING SCHEDULE SUMMARY
[STAMP]
Rev. 0: 26 April 2002 Contract No. LCC-300
Contract No. LCC-300 PRICING SCHEDULE
Pricing Schedule SUMMARY
Item Description Amount HK$
-----------------------------------------------------------------------------
PRICING SCHEDULE SUMMARY
COST CENTRE A - PRELIMINARIES AND GENERAL REQUIREMENTS 78,867,289
COST CENTRE B - INSTRUMENTATION AND MONITORING 14,845,393
COST CENTRE C(R) - TERMINUS BUILDING - EARTHWORKS 24,267,834
COST CENTRE D(R) - TERMINUS BUILDING - PILING 145,183,914
COST CENTRE E - TERMINUS BUILDING - STRUCTURE 196,328,625
COST CENTRE F - TERMINUS BUILDING - ABWF 241,491,736
COST CENTRE G - TERMINUS BUILDING - ELECTRICAL AND
MECHANICAL WORKS 198,442,921
COST CENTRE H(R) - EXTERNAL WORKS - EARTHWORKS 26,291,449
COST CENTRE I - EXTERNAL WORKS 107,037,384
COST CENTRE J - PROVISIONAL SUMS AND DAYWORKS 195,244,968
-----------------------------------------------------------------------------
CORRECTED TENDER TOTAL 1,227,981,513
-------------
CORRECTED
Tender Total in Hong Kong Dollars ONE BILLION TWO HUNDRED AND TWENTY-SEVEN
MILLION NINE HUNDRED EIGHTY-ONE THOUSAND FIVE HUNDRED AND THIRTEEN
Signature /s/ D.R. Suff Signature /s/ ▇▇▇▇▇ ▇▇▇
---------------------------- ---------------------------
Name D.R. SUFF Name ▇▇▇▇▇ ▇▇▇
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1: 28 October 2002 PS.SUM/1 Contract No. LCC-300
Contract No. LCC-300 PRICING SCHEDULE
pricing Schedule SUMMARY
Item Description Amount HK$
------------------------------------------------------------------------
PRICING SCHEDULE SUMMARY (OPTION 1)
COST CENTRE K(R) - EPIW - EARTHWORKS AND PILING (OPTION 1) ***
COST CENTRE L - EPIW - STRUCTURE (OPTION 1) ***
------------------------------------------------------------------------
OPTION 1 TOTAL ***
-----------
Option 1 Total in Hong Kong Dollars ***
Signature /s/ D.R. Suff Signature /s/ ▇▇▇▇▇ ▇▇▇
---------------------------- ---------------------------
Name D.R. SUFF Name ▇▇▇▇▇ ▇▇▇
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 0: 26 April 2002 PS.SUM/2 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT
APPENDIX 2
TO
THE FORM OF TENDER
PRICING DOCUMENT
PRICING SCHEDULE
COST CENTRES
[STAMP]
Rev. 0: 26 April 2002 Contract No. LCC-300
Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements
Pricing Schedule Al : General Items
Item Code Item Description Unit Quantity Rate HK$ Amount HK$
-----------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
A1 : GENERAL ITEMS
LSA1.1 General Requirements sum ***
LSA1.2 Specified Requirements sum ***
LSA1.3 Method-Related Charges sum ***
-----------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ A1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 0: 26 April 2002 ▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ Cost Centre A : Preliminaries and General Requirements
Pricing Schedule A1 : General Items
Item Code Item Description Unit Quantity Rate HK$ Amount HK$
-----------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or obligation
or thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately
itemised in this Pricing Schedule and
for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
-----------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ A1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 0: 26 April 2002 ▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ Cost Centre A : Preliminaries and General Requirements
Pricing Schedule Al : General Items
Item Description Amount HK$
------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ A1
: General Items
Page No. A1/1 ***
Page No. A1/2 ***
------------------------------------------------------------------------
To Summary of Cost Centre A ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 0: 26 April 2002 A1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements
Pricing Schedule
Item Description Amount HK$
------------------------------------------------------------------------
Summary of Cost Centre A : Preliminaries and General
Requirements
Page
Al/COL/1 - General Items ***
------------------------------------------------------------------------
To Pricing Schedule Summary ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 0: 26 April 2002 A.SUM/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇ : Instrumentation and Monitoring
Pricing Schedule Bl : Site Clearance, Instrumentation and Monitoring
Item Code Item Description Unit Quantity Rate HK$ Amount HK$
-----------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
B1 : SITE CLEARANCE
INSTRUMENTATION AND MONITORING
LSB1.1 Site Clearance sum ***
LSB1.2 Instrumentation and Monitoring sum ***
-----------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ B1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 0: 26 April l 2002 B1/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇ : Instrumentation and Monitoring
Pricing Schedule B1 : Site Clearance, Instrumentation and Monitoring
Item Code Item Description Unit Quantity Rate HK$ Amount HK$
-----------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or obligation
or thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately
itemised in this Pricing Schedule and
for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rates of
Columns entered with "N/A".
-----------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ Bl ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 0: 26 April 2002 B1/2 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇ : Instrumentation and Monitoring
Pricing Schedule B1 : Site Clearance, Instrumentation and Monitoring
Item Code Item Description Unit Quantity Rate HK$ Amount HK$
-----------------------------------------------------------------------------------------
Method Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
a) OFF SITE CALIBATION OF EQUIPMENT
PRIOR TO USE WITHIN THE WORKS ***
b) CENTRAL COMPUTERISED MONITORING STATION
AND COMMUNICATING DISTRIBUTION NETWORK ***
c) REPAIRS REPLACEMENT AND MAINTENANCE OF
MONITORING EQUIPMENT ***
d) SAFETY PROVISIONS ***
-----------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ B1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1: 28 October 2002 B1/3 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇ : Instrumentation and Monitoring
Pricing Schedule B1 : Site Clearance, Instrumentation and Monitoring
Item Description Amount HK$
------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ B1
: Site Clearance, Instrumentation and Monitoring
Page No. B1/1 ***
Page No. B1/2 ***
Page No. B1/3 ***
------------------------------------------------------------------------
To Summary of Cost Centre B ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 0: 26 April 2002 B1/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇ : Instrumentation and Monitoring
Pricing Schedule SUMMARY
Item Description Amount HK$
--------------------------------------------------------------------------
Summary of Cost Centre B : Instrumentation and Monitoring
Page
B1/COL/1 Site Clearance, Instrumentation and Monitoring ***
--------------------------------------------------------------------------
To Pricing Schedule Summary ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 0: 26 April 2002 B.SUM/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre C(R): Terminus Building - Earthworks
Pricing Schedule C(R)1: Site Formation Works
C(R)1.1: Site Formation Works
Item Code Item Description Unit Quantity Rate HK$ Amount HK$
-----------------------------------------------------------------------------------------
(Note: This Cost Centre covers the site
formation works for the Terminus and
associated areas but excluding ▇▇▇▇
beds, which are included in Activity
▇▇▇▇ No. H(R)3.1 of Cost Centre H(R).)
GROUND INVESTIGATIONS
Number
B310 T2-101 size nr *** *** ***
Depth without core recovery; T2-101
size
B333 In holes of maximum depth 10-20m m *** *** ***
B334 In holes of maximum depth 20-30m m *** *** ***
B335 In holes of maximum depth 30-40m m *** *** ***
B336 In holes of maximum depth 40-50m m *** *** ***
Depth with core recovery; T2-101 size
B343 In holes of maximum depth 10-20m m *** *** ***
B344 In holes of maximum depth 20-30m m *** *** ***
B345 In holes of maximum depth 30-40m m *** *** ***
B346 In holes of maximum depth 40-50m m *** *** ***
Depth cased
B350 T2-101 size m *** *** ***
Depth backfilled with sand
B360 T2-101 size m *** *** ***
B370 Core boxes, length of core 1000mm nr *** *** ***
-----------------------------------------------------------------------------------------
To Collection of Remeasurement Items C(R)1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1: 28 June 2002
Addendum No. 1 C(R)1.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre C(R): Terminus Building - Earthworks
Pricing Schedule C(R)1: Site Formation Works
C(R)1.1: Site Formation Works
Item Code Item Description Unit Quantity Rate HK$ Amount HK$
-----------------------------------------------------------------------------------------
GROUND INVESTIGATIONS (CONT'D)
Samples
From boreholes
B429.1 76mm diameter Piston samples nr *** *** ***
B429.2 76mm diameter Mazier samples nr *** *** ***
B429.3 U100 samples in alluvial sand and
gravel nr *** *** ***
Site tests and observations
B513 Standard penetration tests with
liner samples nr *** *** ***
B519 Vane shear tests nr *** *** ***
Laboratory tests
B711 Moisture content tests nr *** *** ***
▇▇▇▇ ▇▇▇▇▇▇▇▇▇ limit tests nr *** *** ***
B713 Specific gravity tests nr *** *** ***
B771 Uniaxial compression testing of
core samples in NX size and 1000mm
in height nr *** *** ***
B775 Point load strength of core
samples in NX size nr *** *** ***
B790.1 Bulk density tests nr *** *** ***
B790.2 Unconsolidated undrained triaxial
testing of marine clay nr *** *** ***
B790.3 One dimensional consolidated
testing of marine clay nr *** *** ***
-----------------------------------------------------------------------------------------
To Collection of Remeasurement Items C(R)1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 0: 26 April 2002 C(R)1.1/2 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): Terminus Building - Earthworks
Pricing Schedule C(R)1: Site Formation Works
C(R)1.1: Site Formation Works
Item Code Item Description Unit Quantity Rate HK$ Amount HK$
-----------------------------------------------------------------------------------------
GEOTECHNICAL AND OTHER
SPECIALIST PROCESSES
Rand drains: prefabricated,
continuously extruded material,
comprising a core and a filter
C812 Number of drain, cross-sectional
dimension 100-200mm nr *** *** ***
C842 Depth of drains of maximum
depth not exceeding 10m;
cross-sectional dimension
100-200mm m *** *** ***
C852 Depth of drains of maximum
depth 10-15m; cross-sectional
dimension 100-200mm m *** *** ***
C862 Depth of drains of maximum
depth 15-20m; cross-sectional
dimension 100-200mm m *** *** ***
-----------------------------------------------------------------------------------------
To Collection of Remeasurement Items C(R)1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 0: 26 April 2002 C(R)1.1/3 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): Terminus Building - Earthworks
Pricing Schedule C(R)1: Site Formation Works
C(R)1.1: Site Formation Works
Item Code Item Description Unit Quantity Rate HK$ Amount HK$
-----------------------------------------------------------------------------------------
EARTHWORKS
General excavation
Topsoil
E411 Maximum depth not exceeding 0.25m m3 *** *** ***
E412 Maximum depth 0.25-0.5m m3 *** *** ***
E413 Maximum depth 0.5-1.0m m3 *** *** ***
Material other than topsoil,
rock or artificial hard
material
E423.1 Maximum depth 0.5-1m, commencing
surface at +3.0mPD m3 *** *** ***
E423.2 Maximum depth 0.5-1m, commencing
surface at +3.SmPD m3 *** *** ***
E423.3 Maximum depth 0.5-1m, commencing
surface at +6.5mPD m3 *** *** ***
E424.1 Maximum depth 1-2m, commencing
surface at +3.0mPD m3 *** *** ***
E424.2 Maximum depth 1-2m; commencing
surface at +6.5mPD m3 *** *** ***
E424.3 Maximum depth 1-2m; commencing
surface at +7.0mPD m3 *** *** ***
E425.1 Maximum depth 2-5m; commencing
surface at +6.5mPD m3 *** *** ***
E425.2 Maximum depth 2-5m; commencing
surface at +9.0mPD m3 *** *** ***
E425.3 Maximum depth 2-5m; commencing
surface at +10.0mPD m3 *** *** ***
-----------------------------------------------------------------------------------------
To collection of Remeasurement Items C(R)1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1: 28 October 2002 C(R)1.1/4 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): Terminus Building - Earthworks
Pricing Schedule C(R)1: Site Formation Works
C(R)1.1: Site Formation Works
Item Code Item Description Unit Quantity Rate HK$ Amount HK$
-----------------------------------------------------------------------------------------
EARTHWORKS (CONT'D)
Excavation ancillaries
Trimming of excavated surfaces
E512.1 Material other than topsoil,
rock or artificial hard
material m2 *** *** ***
Trimming of excavated surfaces;
inclined at ▇▇ ▇▇▇▇▇ ▇▇
▇▇ ▇▇▇.-▇▇ ▇▇▇. to the horizontal
E512.2 Material other than topsoil,
rock or artificial hard
material m2 *** *** ***
Disposal of excavated material
E531 Topsoil m3 *** *** ***
E532 Material other than topsoil,
rock or artificial hard
material; surcharge mound m3 *** *** ***
-----------------------------------------------------------------------------------------
To collection of Remeasurement Items C(R)1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 0: 26 April 2002 C(R)1.1/5 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): Terminus Building - Earthworks
Pricing Schedule C(R)1: Site Formation Works
C(R)1.1: Site Formation Works
Item Code Item Description Unit Quantity Rate HK$ Amount HK$
-----------------------------------------------------------------------------------------
EARTHWORKS (CONT'D)
Filling
Embankments
E625.1 Imported natural material other
than topsoil or rock; general
filling material to surcharge
mound m3 *** *** ***
E625.2 Imported natural material other
than topsoil or rock; CDG
to surcharge mound m3 *** *** ***
General
E633.1 Non-selected excavated material
other than topsoil or rock from
removal of surcharge mound with
hydraulic fill m3 *** *** ***
E633.2 Non-selected excavated material
other than topsoil or rock from
removal of surcharge mound m3 *** *** ***
E635.1 Imported natural material other
than topsoil or rock; general
filling material with hydraulic
fill m3 *** *** ***
E635.2 Imported natural material other
than topsoil or rock; general
filling material m3 *** *** ***
E635.3 Imported natural material other
than topsoil or rock; CDG m3 *** *** ***
-----------------------------------------------------------------------------------------
To collection of Remeasurement Items C(R)1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 0: 26 April 2002 C(R)1.1/6 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): Terminus Building - Earthworks
Pricing Schedule C(R)1: Site Formation Works
C(R)1.1: Site Formation Works
Item Code Item Description Unit Quantity Rate HK$ Amount HK$
-----------------------------------------------------------------------------------------
EARTHWORKS (CONT'D)
Filling ancillaries
Trimming of filled surfaces
E712.1 Material other than topsoil,
rock or artificial hard
material m2 *** *** ***
Trimming of filled surfaces;
inclined at an angle of 10 DEG.-
45 DEG. to the horizontal
E712.2 Material other than topsoil,
rock or artificial hard
material m2 *** *** ***
E730.1 Geosynthetic reinforcement;
tensile strength of 200kN/m
(minimum) m2 *** *** ***
E730.2 Geosynthetic reinforcement;
tensile strength of 200kN/m
(minimum); inclined at an angle
of 10 DEG.-45 DEG. to the
horizontal m2 *** *** ***
-----------------------------------------------------------------------------------------
To collection of Remeasurement Items C(R)1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 0: 26 April 2002 C(R)1.1/7 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): Terminus Building - Earthworks
Pricing Schedule C(R)1: Site Formation Works
C(R)1.1: Site Formation Works
Item Code Item Description Unit Quantity Rate HK$ Amount HK$
-----------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Pricing Schedule and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rates of
Columns entered with "N/A".
-----------------------------------------------------------------------------------------
To collection of Remeasurement Items C(R)1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 0: 26 April 2002 C(R)1.1/8 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): Terminus Building - Earthworks
Pricing Schedule C(R)1: Site Formation Works
C(R)1.1: Site Formation Works
Item Code Item Description Unit Quantity Rate HK$ Amount HK$
-----------------------------------------------------------------------------------------
Method Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
a) DEDUCTION FOR ADDED VALUE IN IMPORTED
MATERIALS FOR REUSE WITHIN THE WORKS *** ***
b) DEDUCTION FOR ADDED VALUE OF
EARTHWORKS MATERIALS GENERATES WITHIN
THE WORKS FOR THE WORKS.(DRAINAGE
ARISINGS) ETC *** ***
c) DEDUCTION FOR ADDED VALUE OF
SURCHARGE MATERIAL DEPOSITIONED WITHIN
THE WORKS *** ***
-----------------------------------------------------------------------------------------
To collection of Remeasurement Items C(R)1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1: 28 October 2002 C(R)1.1/9 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): Terminus Building - Earthworks
Pricing Schedule C(R)1: Site Formation Works
C(R)1.1: Site Formation Works
Item Description Amount HK$
------------------------------------------------------------------------
COLLECTION OF REMEASUREMENT ITEMS C(R)1.1
: Site Formation Works
Page No. C(R)1.1/1 ***
Page No. C(R)1.1/2 ***
Page No. C(R)1.1/3 ***
Page No. C(R)1.1/4 ***
Page No. C(R)1.1/5 ***
Page No. C(R)1.1/6 ***
Page No. C(R)1.1/7 ***
Page No. C(R)l.l/8 ***
Page No. C(R)1.1/9 ***
------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ C(R)1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 0: 26 April 2002 C(R)1.1/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): Terminus Building - Earthworks
Pricing Schedule C(R)1: Site Formation Works
C(R)1.1: Site Formation Works
Item Description Amount HK$
------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ C(R)1
: Site Formation Works
Page No. C(R)1.1/COL/1 - Site Formation Works ***
------------------------------------------------------------------------
To Summary of Cost Centre C(R) ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 0: 26 April 2002 C(R)1/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): Terminus Building - Earthworks
Pricing Schedule C(R)2: Station and Train Overrun Earthworks
C(R)2.1: Station and Train Overrun Earthworks
Item Code Item Description Unit Quantity Rate HK$ Amount HK$
-----------------------------------------------------------------------------------------
EARTHWORKS
Excavation for foundations
Material other than topsoil, rock or
artificial hard material; Commencing
Surface at reduced level +5.125 mPD
E322 maximum depth 0.25-0.5 m m3 *** *** ***
E323 maximum depth 0.5-1 m m3 *** *** ***
E324 maximum depth 1-2 m m3 *** *** ***
E325 maximum depth 2-5 m m3 *** *** ***
E326 maximum depth 5-10 m m3 *** *** ***
Rock; Commencing Surface at
reduced level +5.125 mPD
E332 maximum depth 0.25-0.5 m m3 *** *** ***
E333 maximum depth 0.5-1 m m3 *** *** ***
E334 maximum depth 1-2 m m3 *** *** ***
Artificial hard material
E343 maximum depth 0.5-1 m m3 *** *** ***
General Excavation
Material other than topsoil, rock or
artificial hard material; Commencing
Surface at final formation level
+5.50 mPD
E422 maximum depth 0.25-0.5 m m3 *** *** ***
Rock; Commencing Surface at final
formation level +5.50 mPD
E432 maximum depth 0.25-0.5 m m3 *** *** ***
Artificial hard material
E442 maximum depth 0.25-0.5 m m3 *** *** ***
-----------------------------------------------------------------------------------------
To collection of Remeasurement Items C(R)2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 0: 26 April 2002 C(R)2.1/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): Terminus Building - Earthworks
Pricing Schedule C(R)2: Station and Train Overrun Earthworks
C(R)2.1: Station and Train Overrun Earthworks
Item Code Item Description Unit Quantity Rate HK$ Amount HK$
-----------------------------------------------------------------------------------------
EARTHWORKS
Excavation ancillaries
Preparation of excavated surfaces
E522 material other than topsoil,
rock or artificial hard
material m2 *** *** ***
Disposal of excavated material
E532 material other than topsoil,
rock or artificial hard
material m3 *** *** ***
E533 rock m3 *** *** ***
E534 artificial hard material m3 *** *** ***
Filling
To structures
E614 selected excavated material
other than topsoil, rock or
artificial hard material m3 *** *** ***
General
E634 selected excavated material
other than topsoil, rock or
artificial hard material m3 *** *** ***
Filling ancillaries
Preparation or filled surfaces
E722 material other than topsoil, rock
or artificial hard material m2 *** *** ***
-----------------------------------------------------------------------------------------
To collection of Remeasurement Items C(R)2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 0: 26 April 2002 C(R)2.1/2 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): Terminus Building - Earthworks
Pricing Schedule C(R)2: Station and Train Overrun Earthworks
C(R)2.1: Station and Train Overrun Earthworks
Item Code Item Description Unit Quantity Rate HK$ Amount HK$
-----------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Pricing Schedule and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
-----------------------------------------------------------------------------------------
To collection of Remeasurement Items C(R)2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 0: 26 April 2002 C(R)2.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre C(R) : Terminus Building - Earthworks
Pricing Schedule C(R)2 : Station and Train Overrun Earthworks
C(R)2.1 : Station and Train Overrun Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item C(R)2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 C(R)2.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre C(R) : Terminus Building - Earthworks
Pricing Schedule C(R)2 : Station and Train Overrun Earthworks
C(R)2.1 : Station and Train Overrun Earthworks
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------------------------------
COLLECTION OF REMEASUREMENT ITEM C(R)2.1
: Station and Train Overrun Earthworks
Page No. C(R)2.1/1 ***
Page No. C(R)2.1/2 ***
Page No. C(R)2.1/3 ***
Page No. C(R)2.1/4 ***
--------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ C(R)2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 C(R)2.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre C(R) : Terminus Building - Earthworks
Pricing Schedule C(R)2 : Station and Train Overrun Earthworks
C(R)2.1 : Station and Train Overrun Earthworks
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ C(R)2
: Station and Train Overrun Earthworks
Page No. C(R)2.1/COL/1 ***
--------------------------------------------------------------------------------------------------------
To Summary of Cost Centre C(R) ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 C(R)2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre C(R) : Terminus Building - Earthworks
Pricing Schedule C(R)3 : Immigration Earthworks
C(R)3.1 : Immigration Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
EARTHWORKS
Excavation for foundations
Material other than topsoil, rock or
artificial hard material; Commencing
Surface at reduced level +5.125 mPD
E323 maximum depth 0.5-1 m m3 *** *** ***
E324 maximum depth 1-2 m m3 *** *** ***
E325 maximum depth 2-5 m m3 *** *** ***
Rock; Commencing Surface at reduced level
+5.125 mPD
E333 maximum depth 0.5-1 m m3 *** *** ***
E334 maximum depth 1-2 m m3 *** *** ***
E335 maximum depth 2-5 m m3 *** *** ***
Artificial hard material
E343 maximum depth 0.5-1 m m3 *** *** ***
General Excavation
Material other than topsoil, rock or
artificial hard material; Commencing
Surface at final formation level
+5.50 mPD
E422 maximum depth 0.25-0.5 m m3 *** *** ***
Rock; Commencing Surface at final
formation level +5.50 mPD
E432 maximum depth 0.25-0.5 m m3 *** *** ***
Artificial hard material
E442 maximum depth 0.25-0.5 m m3 *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item C(R)3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 C(R)3.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre C(R) : Terminus Building - Earthworks
Pricing Schedule C(R)3 : Immigration Earthworks
C(R)3.1 : Immigration Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
EARTHWORKS
Excavation ancillaries
Preparation of excavated surfaces
E522 material other than topsoil,
rock or artificial hard
material m2 *** *** ***
Disposal of excavated material
E532 material other than topsoil,
rock or artificial hard
material m3 *** *** ***
E533 rock m3 *** *** ***
E534 artificial hard material m3 *** *** ***
Filling
To structures
E614 selected excavated material
other than topsoil, rock or
artificial hard material m3 *** *** ***
General
E634 selected excavated material
other than topsoil, rock or
artificial hard material m3 *** *** ***
Filling ancillaries
Preparation of filled surfaces
E722 material other than topsoil, rock
or artificial hard material m2 *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item C(R)3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 C(R)3.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre C(R) : Terminus Building - Earthworks
Pricing Schedule C(R)3 : Immigration Earthworks
C(R)3.1 : Immigration Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the execution
of the Works, as required by the Contract,
which has been omitted from or has not
been separately itemised in this Pricing
Schedule and for which a separate charge
is required.
The unit of measurement for any
Contractor's Other Charges shall be "sum",
with Quantity and Rate columns entered
with "N/A".
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item C(R) 3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 C(R)3.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre C(R) : Terminus Building - Earthworks
Pricing Schedule C(R)3 : Immigration Earthworks
C(R)3.1 : Immigration Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item C(R)3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 C(R)3.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre C(R) : Terminus Building - Earthworks
Pricing Schedule C(R)3 : Immigration Earthworks
C(R)3.1 : Immigration Earthworks
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------------------------------
COLLECTION OF REMEASUREMENT ITEM C(R)3.1
: Immigration Earthworks
Page No. C(R)3.1/1 ***
Page No. C(R)3.1/2 ***
Page No. C(R)3.1/3 ***
Page No. C(R)3.1/4 ***
--------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ C(R)3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 C(R)3.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre C(R) : Terminus Building - Earthworks
Pricing Schedule C(R)3 : Immigration Earthworks
C(R)3.1 : Immigration Earthworks
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ C(R)3
: Immigration Earthworks
Page No. C(R)3.1/COL/l ***
--------------------------------------------------------------------------------------------------------
To Summary of Cost Centre C(R) ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 C(R)3/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre C(R) : Terminus Building - Earthworks
Pricing Schedule SUMMARY
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------------------------------
Summary of Cost Centre C(R) : Terminus Building - Earthworks
Page
C(R)1/COL/1 - Site Formation Works ***
C(R)2/COL/1 - Station and Train Overrun Earthworks ***
C(R)3/COL/1 - Immigration Earthworks ***
--------------------------------------------------------------------------------------------------------
To Pricing Schedule Summary ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 C(R).SUM/1 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): Terminus Building - Piling
Pricing Schedule D(R)1 : Piling to Terminus
D(R)1.1 : Piling to Terminus
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GROUND INVESTIGATION
Rotary drilled boreholes; by rig
Number
B310.1 NX size nr *** *** ***
B310.2 T2-101 size nr *** *** ***
Depth without core recovery; NX size
B334.1 In holes of maximum depth 20-30m m *** *** ***
B335.1 In holes of maximum depth 30-40m m *** *** ***
B336.1 In holes of maximum depth 40-50m m *** *** ***
Depth without core recovery; T2-101 size
B334.2 In holes of maximum depth 20-3Om m *** *** ***
B335.2 In holes of maximum depth 30-40m m *** *** ***
B336.2 In holes of maximum depth 40-50m m *** *** ***
Depth with core recovery; NX size
B344.1 In holes of maximum depth 20-30m m *** *** ***
B345.1 In holes of maximum depth 30-40m m *** *** ***
B346.1 In holes of maximum depth 40-50m m *** *** ***
Depth with core recovery; T2-101 size
B344.2 In holes of maximum depth 20-3Om m *** *** ***
B345.2 In holes of maximum depth 30-40m m *** *** ***
B346.2 In holes of maximum depth 40-50m m *** *** ***
Depth cased
B350 NX size m *** *** ***
B350 T2-101 size m *** *** ***
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To Collection of Remeasurement Item D(R)1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 D(R)1.1/1 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): Terminus Building - Piling
Pricing Schedule D(R)1 : Piling to Terminus
D(R)1.1 : Piling to Terminus
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GROUND INVESTIGATIONS (CONT'D)
Rotary drilled boreholes; by rig (cont'd)
Depth backfilled with sand
B360.1 NX size m *** *** ***
B360.2 T2-101 size m *** *** ***
B370 Core boxes, length of core 1000mm nr *** *** ***
Samples
From boreholes
B429.1 76mm diameter Piston samples nr *** *** ***
B429.2 76mm diameter Mazier samples nr *** *** ***
B429.3 U100 samples in alluvial sand and gravel nr *** *** ***
Site tests and observations
B513 Standard penetration tests with liner
samples; in rotary drilled boreholes nr *** *** ***
B519 Vane shear tests nr *** *** ***
Instrumental Observations
Deformation monitoring point;
Type 2; as Drawings no.
LCC300/31/G30/002 and
LCC300/31/S04/001
B691.1 Installations nr *** *** ***
B694.1 Monitoring visit *** *** ***
B695.1 Reporting nr *** *** ***
Deformation monitoring point;
Type 3; as Drawings no.
LCC300/31/G30/002 and
LCC300/31/S04/001
B691.2 Installations nr *** *** ***
B694.2 Monitoring visit *** *** ***
B695.2 Reporting nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item D(R)1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.2 : 28 October 2002 D(R)1.1/2 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): Terminus Building - Piling
Pricing Schedule D(R)1 : Piling to Terminus
D(R)1.1 : Piling to Terminus
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GROUND INVESTIGATIONS (CONT'D)
Laboratory tests
B711 Moisture content tests nr *** *** ***
▇▇▇▇ ▇▇▇▇▇▇▇▇▇ limit tests nr *** *** ***
B713 Specific gravity tests nr *** *** ***
B771 Uniaxial compression testing of
core samples in NX size and
1000mm in height nr *** *** ***
B775 Point load strength of core
samples in NX size nr *** *** ***
B790.1 Bulk density tests nr *** *** ***
B790.2 Unconsolidated undrained triaxial
testing of marine clay nr *** *** ***
B790.3 One dimensional consolidated
testing of marine clay nr *** *** ***
PILES
Preliminary piles
Bored cast in place concrete piles; grade
40/20D reinforced in-situ concrete;
concrete category C; including steel tubes
for testing and coring fully enclosed
within concrete; commencing at
level +3.0mPD to +10.0mPD
Diameter: 1800mm
P191.1 Number of piles nr *** *** ***
P192.1 Concreted length m *** *** ***
P193.1 Depth bored maximum depth 30-35m m *** *** ***
P193.2 Depth bored maximum depth 35-40m m *** *** ***
P193.3 Depth bored maximum depth 40-45m m *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item D(R)1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 D(R)1.1/3 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): Terminus Building - Piling
Pricing Schedule D(R)1 : Piling to Terminus
D(R)1.1 : Piling to Terminus
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
PILES (CONT'D)
Preliminary piles (Cont'd)
Diameter: 2100mm
P191.2 Number of piles nr *** *** ***
P192.2 Concreted length m *** *** ***
P193.4 Depth bored maximum depth 30-35m m *** *** ***
P193.5 Depth bored maximum depth 40-45m m *** *** ***
Diameter: 2400mm
P191.3 Number of piles nr *** *** ***
P192.3 Concreted length m *** *** ***
P193.6 Depth bored maximum depth 25-3Om m *** *** ***
P193.7 Depth bored maximum depth 30-35m m *** *** ***
PILING ANCILLARIES
Preliminary piles
Cast in place concrete piles
Boring through rock
Q129.1 Diameter: 1800mm m *** *** ***
Q129.2 Diameter: 2100mm m *** *** ***
Q129.3 Diameter: 2400mm m *** *** ***
Permanent corrugated Grade 43 steel
casings 5mm thick each length exceeding
13m
Q159.1 Diameter: 1800mm m *** *** ***
Q159.2 Diameter: 2100mm m *** *** ***
Q159.3 Diameter: 2400mm m *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item D(R)1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 D(R)1.1/4 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): Terminus Building - Piling
Pricing Schedule D(R)1 : Piling to Terminus
D(R)1.1 : Piling to Terminus
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
PILING ANCILLARIES (CONT'D)
Preliminary piles (Cont'd)
Cast in place concrete piles (Cont'd)
Enlarged bases
Q169.1 2100mm ▇▇▇▇-out (maximum) to
1800mm diameter piles nr *** *** ***
Q169.2 2400mm ▇▇▇▇-out (maximum) to
2100mm diameter piles nr *** *** ***
Q169.3 2700mm ▇▇▇▇-out (maximum) to
2400mm diameter piles nr *** *** ***
Cutting off surplus lengths; including
removal of debonding materials
Q179.1 diameter; 1800 mm m *** *** ***
Q179.2 diameter; 2100 mm m *** *** ***
Q179.3 diameter; 2400 mm m *** *** ***
Preparing heads
Q189.1 diameter; 1800 mm nr *** *** ***
Q189.2 diameter; 2100 mm nr *** *** ***
Q189.3 diameter; 2400 mm nr *** *** ***
Reinforcement; deformed high yield
steel bars to CS2:1995 of Hong Kong;
with a temporary debonding material by
elliot pile breaking method for all
reinforcement protruding above
permanent cut-off level
Q212.1 Straight bars, nominal size
exceeding 25mm t *** *** ***
Q213.1 Helical bar nominal size 12mm t *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item D(R)1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 D(R)1.1/5 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): Terminus Building - Piling
Pricing Schedule D(R)1 : Piling to Terminus
D(R)1.1 : Piling to Terminus
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
PILING ANCILLARIES (CONT'D)
Preliminary piles (Cont'd)
Pile tests
Maintain loading with various reactions
Q819.1 Test load; 2,000-3,000t nr *** *** ***
Q819.2 Test load; 3,000-4,000t nr *** *** ***
Non-destructive integrity
Q840.1 Sonic test nr *** *** ***
Q840.2 Weld test by ultrasonic examination nr *** *** ***
Q840.3 weld test by radiographic examination nr *** *** ***
Q860.1 Number of cast in place concrete
pile cored; full coring nr *** *** ***
Q860.2 Number of cast in place concrete
pile cored; pile/rock interface
coring nr *** *** ***
Q870.1 Coring of cast in place concrete
piles; full coring m *** *** ***
Q870.2 Coring of cast in place concrete
piles; pile/rock interface coring m *** *** ***
Q880.1 Core boxes, length of core 1000mm nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item D(R)1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 D(R)1.1/6 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): Terminus Building - Piling
Pricing Schedule D(R)1 : Piling to Terminus
D(R}1.1: Piling to Terminus
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
PILES
Bored cast in place concrete piles;
grade 40/20D reinforced in-situ
concrete; concrete category C;
including steel tubes for testing and
coring fully enclosed within concrete;
commencing at level +3.0mPD to +10.0mPD
Diameter: 1800mm
P191.4 Number of piles nr *** *** ***
P192.4 Concreted length m *** *** ***
P193.8 Depth bored maximum depth 20-25m m *** *** ***
P193.9 Depth bored maximum depth 25-30m m *** *** ***
P193.10 Depth bored maximum depth 30-35m m *** *** ***
P193.11 Depth bored maximum depth 35-40m m *** *** ***
P193.12 Depth bored maximum depth 40-45m m *** *** ***
P193.13 Depth bored maximum depth 45-50m m *** *** ***
Diameter: 2100mm
P191.5 Number of piles nr *** *** ***
P192.5 Concreted length m *** *** ***
P193.14 Depth bored maximum depth 20-25m m *** *** ***
P193.15 Depth bored maximum depth 25-30m m *** *** ***
P193.16 Depth bored maximum depth 30-35m m *** *** ***
P193.17 Depth bored maximum depth 35-40m m *** *** ***
P193.18 Depth bored maximum depth 40-45m m *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item D(R)1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 D(R)1.1/7 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): Terminus Building - Piling
Pricing Schedule D(R)1 : Piling to Terminus
D(R)1.1 : Piling to Terminus
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
PILES (CONT'D)
Bored cast in place concrete piles;
grade 40/20D reinforced in-situ
concrete; concrete category C;
including steel tubes for testing and
coring fully enclosed within concrete;
commencing at level +3.0mPD to +10.0mPD
Diameter: 2400mm
P191.6 Number of piles nr *** *** ***
P192.6 Concreted length m *** *** ***
P193.19 Depth bored maximum depth 20-25m m *** *** ***
P193.20 Depth bored maximum depth 25-30m m *** *** ***
P193.21 Depth bored maximum depth 30-35m m *** *** ***
P193.22 Depth bored maximum depth 35-40m m *** *** ***
P193.23 Depth bored maximum depth 40-45m m *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item D(R)1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 D(R)1.1/8 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): Terminus Building - Piling
Pricing Schedule D(R)1 : Piling to Terminus
D(R)1.1 : Piling to Terminus
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
PILING ANCILLARIES
Cast in place concrete piles
Boring through rock
Q129.4 Diameter: 1800mm m *** *** ***
Q129.5 Diameter: 2100mm m *** *** ***
Q129.6 Diameter: 2400mm m *** *** ***
Backfilling empty bore with approved
material
Q139.1 Diameter: 1800mm m *** *** ***
Q139.2 Diameter: 2100mm m *** *** ***
Q139.3 Diameter: 2400mm m *** *** ***
Permanent corrugated Grade 43 steel
casings 5mm thick each length exceeding
13m
Q159.4 Diameter: 1800mm m *** *** ***
Q159.5 Diameter: 2100mm m *** *** ***
Q159.6 Diameter: 2400mm m *** *** ***
Enlarged bases
Q169.4 2100mm ▇▇▇▇-out (maximum) to
1800mm diameter piles nr *** *** ***
Q169.5 2400mm ▇▇▇▇-out (maximum) to
2100mm diameter piles nr *** *** ***
Q169.6 2700mm ▇▇▇▇-out (maximum) to
2400mm diameter piles nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item D(R)1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 D(R)1.1/9 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): Terminus Building - Piling
Pricing Schedule D(R)1 : Piling to Terminus
D(R)1.1 : Piling to Terminus
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
PILING ANCILLARIES (CONT'D)
Cast in place concrete piles (Cont'd)
Cutting off surplus lengths; including
removal of debonding materials
Q179.4 diameter; 1800mm m *** *** ***
Q179.5 diameter; 2100mm m *** *** ***
Q179.6 diameter; 2400mm m *** *** ***
Preparing heads
Q189.4 diameter; 1800mm nr *** *** ***
Q189.5 diameter; 2100mm nr *** *** ***
Q189.6 diameter; 2400 mm nr *** *** ***
Reinforcement; deformed high yield
steel bars to CS2:1995 of Hong Kong;
with a temporary debonding material by
elliot pile breaking method for all
reinforcement protruding above
permanent cut-off level
Q212.2 Straight bars, nominal size
exceeding 25mm t *** *** ***
Q213.2 Helical bar nominal size 12mm t *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item D(R)1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 D(R)1.1/10 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): Terminus Building - Piling
Pricing Schedule D(R)1 : Piling to Terminus
D(R)1.1 : Piling to Terminus
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
PILING ANCILLARIES (CONT'D)
Pile tests
Maintain loading with various reactions
Q819.3 Test load; 2,000-3,000t nr *** *** ***
Q819.4 Test load; 3,000-4,000t nr *** *** ***
Non-destructive integrity
Q840.4 Sonic test nr *** *** ***
Q840.5 Weld test by ultrasonic examination nr *** *** ***
Q840.6 Weld test by radiographic examination nr *** *** ***
Q860.3 Number of cast in place concrete
pile cored; full coring nr *** *** ***
Q860.4 Number of cast in place concrete
pile cored; pile/rock interface
coring nr *** *** ***
Q870.3 Coring of cast in place concrete
piles; full coring m *** *** ***
Q870.4 Coring of cast in place concrete
piles; pile/rock interface coring m *** *** ***
Q880.2 Core boxes, length of core 1000mm nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item D(R)1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 D(R)1.1/11 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): Terminus Building - Piling
Pricing Schedule D(R)1 : Piling to Terminus
D(R)1.1 : Piling to Terminus
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or obligation
or thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately
itemised in this Pricing Schedule and
for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rates of
Columns entered with "N/A".
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item D(R)1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 D(R)1.1/12 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): Terminus Building - Piling
Pricing Schedule D(R)1 : Piling to Terminus
D(R)1.1 : Piling to Terminus
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
Method Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
a) CALIBRATION AND CERTIFICATION OF
EQUIPMENT ***
b) IN PROCESS SAMPLING AND STORES
FACILITIES ***
c) AS BUILT DRAWINGS ***
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item D(R)1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 October 2002 D(R)1.1/13 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): Terminus Building - Piling
Pricing Schedule D(R)1 : Piling to Terminus
D(R)1.1 : Piling to Terminus
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------------------------------
COLLECTION OF REMEASUREMENT ITEM D(R)1.1
: Piling to Terminus
Page No. D(R)1.1/1 ***
Page No. D(R)1.1/2 ***
Page No. D(R)1.1/3 ***
Page No. D(R)1.1/4 ***
Page No. D(R)1.1/5 ***
Page No. D(R)1.1/6 ***
Page No. D(R)1.1/7 ***
Page No. D(R)1.1/8 ***
Page No. D(R)1.1/9 ***
Page No. D(R)1.1/10 ***
Page No. D(R)1.1/11 ***
Page No. D(R)1.1/12 ***
Page No. D(R)1.1/13 ***
--------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ D(R)1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 October 2002 D(R)1.1/COL/1 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : Terminus Building - Piling
Pricing Schedule D(R)1 : Piling to Terminus
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ D(R)1
: Piling to Terminus
Page No. D(R)1.1/COL/1 - Piling to Terminus ***
--------------------------------------------------------------------------------------------------------
To Summary of Cost Centre D(R) ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 October 2002 D(R)1/COL/1 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : Terminus Building - Piling
Pricing Schedule SUMMARY
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------------------------------
Summary of Cost Centre D(R): Terminus Building - Piling
Page
D(R)1/COL/1 - Piling to Terminus ***
--------------------------------------------------------------------------------------------------------
To Pricing Schedule Summary ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 D(R).SUM/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E1 : Station and Train Overrun Substructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
E1: STATION AND TRAIN OVERRUN
SUBSTRUCTURE
LSE1.1 Pile Caps and Tie Beams sum ***
LSE1.2 Base Slabs sum ***
LSE1.3 Underground Drainage sum ***
--------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E1 : Station and Train Overrun Substructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or obligation
or thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately
itemised in this Pricing Schedule and
for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
--------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule El : Station and Train Overrun Substructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
--------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule El : Station and Train Overrun Substructure
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ E1
: Station and Train Overrun Substructure
Page No. El/1 ***
Page No. El/2 ***
Page No. El/3 ***
--------------------------------------------------------------------------------------------------------
To Summary of Cost Centre E ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 El/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E2 : Immigration Substructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
E2: IMMIGRATION SUBSTRUCTURE
LSE2.1 Pile Caps and Tie Beams sum ***
LSE2.2 Base Slabs sum ***
LSE2.3 Underground Drainage sum ***
--------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E2/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E2 : Immigration Substructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or obligation
or thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately
itemised in this Pricing Schedule and
for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
--------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E2 : Immigration Substructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
--------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E2/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E2 : Immigration Substructure
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ E2
: Immigration Substructure
page No. E2/1 ***
page No. E2/2 ***
Page No. E2/3 ***
--------------------------------------------------------------------------------------------------------
To Summary of Cost Centre E ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
E3: STATION (GL X7-27/M-Q, 5.45m-15.00m)
LSE3.1 Columns sum ***
LSE3.2 Suspended Beams and Slabs sum ***
LSE3.3 Walls sum ***
LSE3.4 Structural Steelwork sum ***
LSE3.5 BWIC with Services sum ***
--------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E3/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or obligation
or thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately
itemised in this Pricing Schedule and
for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
--------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E3/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
--------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ E3
: Station (GL, X7-27/M-Q. 5.45m-l5.00m)
Page No. E3/1 ***
page No. E3/2 ***
Page No. E3/3 ***
--------------------------------------------------------------------------------------------------------
To Summary of Cost Centre E ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E3/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇ E4:
STATION (GL X7-27/M-Q, 15.00m-21.96m)
LSE4.1 Columns sum ***
LSE4.2 Suspended Beams and Slabs sum ***
LSE4.3 Walls sum ***
LSE4.4 Structural Steelwork sum ***
LSE4.5 BWIC with Services sum ***
--------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E4/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or obligation
or thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately
itemised in this Pricing Schedule and
for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
--------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E4/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
--------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E4/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ E4
: Station (GL X7-27/M-Q, 15.00m-21.96m)
Page No. E4/1 ***
Page No. E4/2 ***
Page No. E4/3 ***
--------------------------------------------------------------------------------------------------------
To Summary of Cost Centre E ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E4/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇ E5:
STATION (GL X7-27/M-Q, 21.96m-28.82m)
LSE5.1 Columns sum ***
LSE5.2 Suspended Beams and Slabs sum ***
LSE5.3 Walls sum ***
LSE5.4 Structural Steelwork sum ***
LSE5.5 BWIC with Services sum ***
--------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E5/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or obligation
or thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately
itemised in this Pricing Schedule and
for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
--------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E5/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method related
charges items in accordance with
CESMM3 Section 7
--------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E5/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ E5:
Station (GL X7-27/M-Q, 21.96m-28.82m)
Page No. E5/1 ***
Page No. E5/2 ***
Page No. E5/3 ***
--------------------------------------------------------------------------------------------------------
To Summary of Cost Centre E ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E5/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇ E6:
STATION (GL X1-27/M-Q, 28.82m-39.47m)
LSE6.1 Columns sum ***
LSE6.2 Suspended Beams and Slabs sum ***
LSE6.3 Walls sum ***
LSE6.4 Structural Steelwork sum ***
LSE6.5 BWIC with Services sum ***
--------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E6/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or obligation
or thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately
itemised in this Pricing Schedule and
for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
--------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E6/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
--------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E6/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ E6:
Station (GL X1-27/M-Q, 28.82m-39.47m)
Page No. E6/1 ***
Page No. E6/2 ***
Page No. E6/3 ***
--------------------------------------------------------------------------------------------------------
To Summary of Cost Centre E ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E6/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E7 : Station - Staircases
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
E7: STATION - STAIRCASES
LSE7.1 Staircases sum ***
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E7 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E7/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E7 : Station - Staircases
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of work
or obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in
this Pricing Schedule and for which
a separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E7 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E7/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E7 : Station - Staircases
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in accordance
with CESMM3 Section 7
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E7 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E7/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E7 : Station - Staircases
ITEM DESCRIPTION AMOUNT HK$
-----------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ E7 : Station - Staircases
Page No. E7/1 ***
Page No. E7/2 ***
Page No. E7/3 ***
-----------------------------------------------------------------------------
To Summary of Cost Centre E ***
-------------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E7/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E8 : Station - Water Tanks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
E8: STATION - WATER TANKS
LSE8.1 Water Tanks sum ***
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E8 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E8/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E8 : Station - Water Tanks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of work
or obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in
this Pricing Schedule and for which
a separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E8 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E8/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
pricing Schedule E8 : Station - Water Tanks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in accordance
with CESMM3 Section 7
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E8 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E8/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E8 : Station - Water Tanks
ITEM DESCRIPTION AMOUNT HK$
-----------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ E8 : Station - Water Tanks
Page No. E8/1 ***
Page No. E8/2 ***
Page No. E8/3 ***
-----------------------------------------------------------------------------
To Summary of Cost Centre E ***
-------------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E8/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
E9: IMMIGRATION (GL C-M/9-19,
5.45m-15.05m)
LSE9.1 Columns sum ***
LSE9.2 Suspended Beams and Slabs sum ***
LSE9.3 Walls sum ***
LSE9.4 Structural Steelwork sum ***
LSE9.5 BWIC with Services sum ***
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E9 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E9/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of work
or obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in
this Pricing Schedule and for which
a separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E9 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E9/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in accordance
with CESMM3 Section 7
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E9 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E9/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
ITEM DESCRIPTION AMOUNT HK$
-----------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ E9 : Immigration
(GL C-M/9-19, 5.45m-15.05m)
Page No. E9/1 ***
Page No. E9/2 ***
Page No. E9/3 ***
-----------------------------------------------------------------------------
To Summary of Cost Centre E ***
-------------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E9/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
E10: IMMIGRATION (GL C-M/9-19,
15.05m-21.96m)
LSE10.1 Columns sum ***
LSE10.2 Suspended Beams and Slabs sum ***
LSE10.3 Walls sum ***
LSE10.4 Structural Steelwork sum ***
LSE10.5 BWIC with Services sum ***
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E10 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E10/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of work
or obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in
this Pricing Schedule and for which
a separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E10 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E10/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in accordance
with CESMM3 Section 7
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E10 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E10/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
ITEM DESCRIPTION AMOUNT HK$
-----------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ E10 : Immigration
(GL C-M/9-19, 15.05m-21.96m)
Page No. E10/1 ***
Page No. E10/2 ***
Page No. E10/3 ***
-----------------------------------------------------------------------------
To Summary of Cost Centre E ***
-------------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E10/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
E11: IMMIGRATION (GL C-M/9-19,
21.96m-28.87m)
LSE11.1 Columns sum ***
LSE11.2 Suspended Beams and Slabs sum ***
LSE11.3 Walls sum ***
LSE11.4 Structural Steelwork sum ***
LSE11.5 BWIC with Services sum ***
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E11 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E11/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of work
or obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in
this Pricing Schedule and for which
a separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E11 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E11/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in accordance
with CESMM3 Section 7
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E11 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E11/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
ITEM DESCRIPTION AMOUNT HK$
-----------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ E11 : Immigration
(GL C-M/9-19, 21.96m-28.87m)
Page No. E11/1 ***
Page No. E11/2 ***
Page No. E11/3 ***
-----------------------------------------------------------------------------
To Summary of Cost Centre E ***
-------------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E11/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E12 : Immigration (GL C-M/9-19, 28.87m-38.47m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
E12: IMMIGRATION (GL C-M/9-19,
28.87m-38.47m)
LSE12.1 Columns sum ***
LSE12.2 Suspended Beams and Slabs sum ***
LSE12.3 Walls sum ***
LSE12.4 Structural Steelwork sum ***
LSE12.5 BWIC with Services sum ***
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E12 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E12/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E12 : Immigration (GL C-M/9-19, 28.87m-38.47m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of work
or obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in
this Pricing Schedule and for which
a separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E12 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E12/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E12 : Immigration (GL C-M/9-19, 28.87m-38.47m)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in accordance
with CESMM3 Section 7
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E12 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E12/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E12 : Immigration (GL C-M/9-19, 28.87m-38.47m)
ITEM DESCRIPTION AMOUNT HK$
-----------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ E12 Immigration (GL C-M/9-19,
28.87m-38.47m)
Page No. E12/1 ***
Page No. E12/2 ***
Page No. E12/3 ***
-----------------------------------------------------------------------------
To Summary of Cost Centre E ***
-------------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E12/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E13 : Immigration - Staircases
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
E13: IMMIGRATION - STAIRCASES
LSE13.1 Staircases sum ***
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E13 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E13/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E13 : Immigration - Staircases
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of work
or obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in
this Pricing Schedule and for which
a separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E13 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E13/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E13 : Immigration - Staircases
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in accordance
with CESMM3 Section 7
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ E13 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E13/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule E13 : Immigration - Staircases
ITEM DESCRIPTION AMOUNT HK$
-----------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ E13 : Immigration - Staircases
Page No. E13/1 ***
Page No. E13/2 ***
Page No. E13/3 ***
-----------------------------------------------------------------------------
To Summary of Cost Centre E ***
-------------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E13/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Pricing Schedule SUMMARY
ITEM DESCRIPTION AMOUNT HK$
-----------------------------------------------------------------------------
Summary of Cost Centre E - Terminus Building Structure
Page
E1/COL/1 - Station and Train Overrun Substructure ***
E2/COL/1 - Immigration Substructure ***
E3/COL/1 - Station (GL X7-27/M-Q, 5.45m-15.00m) ***
E4/COL/1 - Station (GL X7-27/M-Q, 15.00m-21.96m) ***
E5/COL/1 - Station (GL X7-27/M-Q, 21.96m-28.82m) ***
E6/COL/1 - Station (GL X1-27/M-Q, 28.82m-39.47m) ***
E7/COL/1 - Station - Staircases ***
E8/COL/1 - Station - Water Tanks ***
E9/COL/1 - Immigration (GL C-M/9-19, 5.45m-15.05m) ***
E10/COL/1 - Immigration (GL C-M/9-19, 15.05m-21.96m) ***
E11/COL/1 - Immigration (GL C-M/9-19, 21.96m-28.87m) ***
E12/COL/1 - Immigration (GL C-M/9-19, 28.87m-39.47m) ***
E13/COL/1 - Immigration - Staircases ***
-----------------------------------------------------------------------------
To Pricing Schedule Summary ***
-----------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 E.SUM/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Pricing Schedule F1 :Station
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ▇▇▇▇ ACTIVITY ▇▇▇▇
F1: STATION
LSF1.1 Station - ABWF sum ***
LSF1.2 Station Plant Rooms - ABWF sum ***
LSF1.3 Station Acoustic Treatment - ABWF sum ***
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ F1 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 F1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Pricing Schedule F1 : Station
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of work
or obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in
this Pricing Schedule and for which
a separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ F1 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 F1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Pricing Schedule F1 : Station
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in accordance
with CESMM3 Section 7
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ F1 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 F1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
pricing Schedule F1 : Station
ITEM DESCRIPTION AMOUNT HK$
-----------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ F1 : Station
Page No. F1/1 ***
Page No. F1/2 ***
Page No. F1/3 ***
-----------------------------------------------------------------------------
To Summary of Cost Centre F ***
-------------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 F1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Pricing Schedule F2 : Station Trading
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
F2: STATION TRADING
LSF2.1 Station Trading - ABWF sum ***
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ F2 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 F2/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Pricing Schedule F2 : Station Trading
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of work
or obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in
this Pricing Schedule and for which
a separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ F2 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 F2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Pricing Schedule F2 : Station Trading
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in accordance
with CESMM3 Section 7
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ F2 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 F2/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Pricing Schedule F2 : Station Trading
ITEM DESCRIPTION AMOUNT HK$
-----------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ F2 : Station Trading
Page No. F2/1 ***
Page No. F2/2 ***
Page No. F2/3 ***
-----------------------------------------------------------------------------
To Summary of Cost Centre F ***
-------------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 F2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Pricing Schedule F3 : Government Accommodation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
F3: GOVERNMENT ACCOMMODATION
LSF3.1 Government Accommodation - ABWF sum ***
LSF3.2 Government Accommodation Plant
Rooms - ABWF sum ***
LSF3.3 Government Accommodation Acoustic
Treatment - ABWF sum ***
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ F3 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 F3/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Pricing Schedule F3 : Government Accommodation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of work
or obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in
this Pricing Schedule and for which
a separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ F3 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 F3/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Pricing Schedule F3 : Government Accommodation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in accordance
with CESMM3 Section 7
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ F3 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 F3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Pricing Schedule F3 : Government Accommodation
ITEM DESCRIPTION AMOUNT HK$
-----------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ F3 : Government Accommodation
Page No. F3/1 ***
Page No. F3/2 ***
Page No. F3/3 ***
-----------------------------------------------------------------------------
To Summary of Cost Centre F ***
-------------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 F3/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Pricing Schedule F4 : Duty Free
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
F4: DUTY FREE
LSF4.1 Duty Free - ABWF sum ***
LSF4.2 Duty Free Plant Rooms - ABWF sum ***
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ F4 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 F4/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Pricing Schedule F4 : Duty Free
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of work
or obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in
this Pricing Schedule and for which
a separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ F4 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 F4/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Pricing Schedule F4 : Duty Free
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in accordance
with CESMM3 Section 7
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ F4 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 F4/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Pricing Schedule F4 : Duty Free
ITEM DESCRIPTION AMOUNT HK$
-----------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ F4 : Duty Free
Page No. F4/1 ***
Page No. F4/2 ***
Page No. F4/3 ***
-----------------------------------------------------------------------------
To Summary of Cost Centre F ***
-------------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 F4/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Pricing Schedule F5 : Shared Facilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
F5: SHARED FACILITIES
LSF5.1 Shared Facilities - ABWF sum ***
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ F5 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 F5/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Pricing Schedule F5 : Shared Facilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of work
or obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in
this Pricing Schedule and for which
a separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ F5 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 F5/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Pricing Schedule F5 : Shared Facilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in accordance
with CESMM3 Section 7
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ F5 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 F5/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Pricing Schedule F5 : Shared Facilities
ITEM DESCRIPTION AMOUNT HK$
-----------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ F5 : Shared Facilities
Page No. F5/1 ***
Page No. F5/2 ***
Page No. F5/3 ***
-----------------------------------------------------------------------------
To Summary of Cost Centre F ***
-------------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 F5/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Pricing Schedule F6 : External Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
F6: EXTERNAL FACADE
LSF6.1 Station Facade sum ***
LSF6.2 Immigration Facade sum ***
LSF6.3 Not Used
---------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ F6 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 F6/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Pricing Schedule F6 : External Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Pricing Schedule
and for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall
be "sum", with Quantity and
Rate columns entered with
"N/A".
------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ F6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 F6/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Pricing Schedule F6 : External Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with CESMM3 Section 7
------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ F6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 F6/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building -ABWF
Pricing Schedule F6 : External Facade
ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ F6
: External Facade
Page No. F6/1 ***
Page No. F6/2 ***
Page No. F6/3 ***
----------------------------------------------------------
To Summary of Cost Centre ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 F6/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Pricing Schedule F7 : Roof Finishes
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
F7: ROOF FINISHES
LSF7.1 Station Roof sum ***
LSF7.2 Immigration Roof sum ***
------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ F7 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 F7/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Pricing Schedule F7 : Roof Finishes
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Pricing Schedule and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ F7 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 F7/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Pricing Schedule F7 : Roof Finishes
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with CESMM3 Section 7
------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ F7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 F7/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Pricing Schedule F7 : Roof Finishes
ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ F7
: Roof Finishes
Page No. F7/1 ***
Page No. F7/2 ***
Page No. F7/3 ***
-----------------------------------------------------------
To Summary of Cost Centre F ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 F7/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F Terminus Building - ABWF
Pricing Schedule SUMMARY
ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------
Summary of Cost Centre F : Terminus Building - ABWF
Page
Fl/COL/1 - Station ***
F2/COL/1 - Station Trading ***
F3/COL/1 - Government Accommodation ***
F4/COL/1 - Duty Free ***
F5/COL/1 - Shared Facilities ***
F6/COL/1 - External Facade ***
F7/COL/1 - Roof Finishes ***
---------------------------------------------------------------------
To Pricing Schedule Summary ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 F.SUM/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Pricing Schedule G1 : ECS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
G1: ECS
LSG1.1 Chilled Water System sum ***
LSG1.2 Condensate Drains sum ***
LSG1.3 Ventilation Systems sum ***
LSG1.4 Air Conditioning Systems sum ***
LSG1.5 Special Exhaust Systems sum ***
LSG1.6 Control Systems sum ***
LSG1.7 Sundries sum ***
------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ G1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 G1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Pricing Schedule G1 : ECS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Pricing Schedule
and for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall
be "sum", with Quantity and
Rate columns entered with
"N/A".
------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ G1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 G1/2 Contract NO. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Pricing Schedule G1 : ECS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
GENERAL ITEMS
Method - Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with CESMM3 Section 7
------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ G1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 G1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Pricing Schedule G1 : ECS
ITEM CODE ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ G1
: ECS
Page No. G1/1 ***
Page No. G1/2 ***
Page No. G1/3 ***
--------------------------------------------------------------------------
To Summary of Cost Centre G ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 G1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Pricing Schedule G2 : Electrical
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
G2: ELECTRICAL
LSG2.1 Incoming Services sum ***
LSG2.2 Standby Equipment sum ***
LSG2.3 Main Distribution System sum ***
LSG2.4 Lighting and Power sum ***
LSG2.5 Earthing and Lightning Protection
Systems sum ***
LSG2.6 Building Automation System sum ***
LSG2.7 Special Services sum ***
LSG2.8 Trunking, Ducting, Cable Tray and
Conduit sum ***
LSG2.9 Sundries sum ***
------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ G2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 G2/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G Terminus Building - E&M Works
Pricing Schedule G2 : Electrical
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Pricing Schedule
and for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall
be "sum", with Quantity and
Rate columns entered with
"N/A".
------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ G2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 G2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Pricing Schedule G2 : Electrical
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with CESMM3 Section 7
------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ G2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 G2/3 CONTRACT NO. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Pricing Schedule G2 : Electrical
ITEM CODE ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ G2
: Electrical
Page No. G2/1 ***
Page No. G2/2 ***
Page No. G2/3 ***
------------------------------------------------------------------
To Summary of Cost Centre G ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 G2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Pricing Schedule G3 : Fire Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇,
G3: FIRE SERVICES
LSG3.1 Incoming Main sum ***
LSG3.2 Street Fire Hydrant System sum ***
LSG3.3 Fire Hydrant and Hose Reel System sum ***
LSG3.4 Automatic Wet Sprinkler System sum ***
LSG3.5 Recycling Pre-action Sprinkler
System sum ***
LSG3.6 Automatic Fire Alarm and Detection
System sum ***
LSG3.7 Aspirating Smoke Detection System sum ***
LSG3.8 Total Flooding System sum ***
LSG3.9 Portable Appliances sum ***
LSG3.10 Control Systems sum ***
LSG3.11 Sundries sum ***
------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ G3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 G3/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Pricing Schedule G3 : Fire Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Pricing Schedule
and for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall
be "sum", with Quantity and
Rate columns entered with
"N/A".
------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ G3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 G3/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Pricing Schedule G3 : Fire Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with CESMM3 Section 7
------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ G3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 G3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Pricing Schedule G3 : Fire Services
ITEM CODE ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ G3
: Fire Services
Page No. G3/1 ***
Page No. G3/2 ***
Page No. G3/3 ***
------------------------------------------------------------------
To Summary of Cost Centre G ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 G3/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Pricing Schedule G4 : Plumbing and Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
G4 : PLUMBING AND DRAINAGE
LSG4.1 Syphonic Rainwater Drainage Systems sum ***
LSG4.2 Sanitary Fittings sum ***
LSG4.3 Soil, Waste and Vent Pipe Systems sum ***
LSG4.4 Cold Water Installation sum ***
LSG4.5 Hot Water Installation sum ***
LSG4.6 Flushing Water Installation sum ***
LSG4.7 Cleansing Water Installation sum ***
LSG4.8 Special Services : Town Gas sum ***
LSG4.9 Control Systems sum ***
LSG4.10 Sundries sum ***
------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ G4 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 G4/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Pricing Schedule G4 : Plumbing and Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Pricing Schedule
and for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall
be "sum", with Quantity and
Rate columns entered with
"N/A".
------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ G4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 G4/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Pricing Schedule G4 : Plumbing and Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with CESMM3 Section 7
------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ G4 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 G4/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Pricing Schedule G4 : Plumbing and Drainage
ITEM CODE ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ G4
: Plumbing and Drainage
Page No. G4/1 ***
Page No. G4/2 ***
Page No. G4/3 ***
----------------------------------------------------------
To Summary of Cost Centre G ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 G4/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Pricing Schedule G5 : Building Maintenance Unit System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
G5 : BUILDING MAINTENANCE UNIT
SYSTEM
LSG5.1 Building Maintenance Unit System sum ***
------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ G5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 G5/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Pricing Schedule G5 : Building Maintenance Unit System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Pricing Schedule
and for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall
be "sum", with Quantity and
Rate columns entered with
"N/A".
------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ G5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 G5/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Pricing Schedule G5 : Building Maintenance Unit System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with CESMM3 Section 7
------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ G5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 G5/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Pricing Schedule G5 : Building Maintenance Unit System
ITEM CODE ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ G5
: Building Maintenance Unit System
Page No. G5/1 ***
Page No. G5/2 ***
Page No. G5/3 ***
------------------------------------------------------------
To Summary of Cost Centre G ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 G5/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Pricing Schedule SUMMARY
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
Summary of Cost Centre G : Terminus Building - E&M Works
Page
G1/COL/1 - ECS ***
G2/COL/1 - Electrical ***
G3/COL/1 - Fire Services ***
G4/COL/1 - Plumbing and Drainage ***
G5/COL/1 - Building Maintenance Unit System ***
--------------------------------------------------------------------------------
To Pricing Schedule Summary ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 G.SUM/1 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)1 : Sewage Treatment Plant - Earthworks
H(R)1.1 : Sewage Treatment Plant - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
EARTHWORKS
Excavation for foundations
Material other than topsoil, rock
or artificial hard material;
Commencing Surface at reduced
level +0.325 mPD
E323 maximum depth 0.5-1 m m3 *** *** ***
E324 maximum depth 1-2 m m3 *** *** ***
Rock; Commencing Surface at
reduced level +0.325 mPD
E334 maximum depth 1-2 m m3 *** *** ***
Artificial hard material
E344 maximum depth 1-2 m m3 *** *** ***
General excavation
Material other than topsoil, rock
or artificial hard material;
Commencing Surface at final
formation level +5.5 mPD
E426 maximum depth 5-10 m m3 *** *** ***
Rock; Commencing Surface at final
formation level +5.50 mPD
E436 maximum depth 5-10 m m3 *** *** ***
Artificial hard material
E446 maximum depth 5-10 m m3 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Remeasurement Item H(R)1.1 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)1.1/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)1 : Sewage Treatment Plant - Earthworks
H(R)1.1 : Sewage Treatment Plant - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
EARTHWORKS
Excavation ancillaries
Preparation of excavated surfaces
E522 material other than topsoil,
rock or artificial hard
material m2 *** *** ***
Disposal of excavated material
E532 material other than topsoil,
rock or artificial hard
material m3 *** *** ***
E533 rock m3 *** *** ***
E534 artificial hard material m3 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Remeasurement Item H(R)1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)1.1/2 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)1 : Sewage Treatment Plant - Earthworks
H(R)1.1 : Sewage Treatment Plant - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Pricing Schedule
and for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall
be "sum", with Quantity and
Rate columns entered with
"N/A".
------------------------------------------------------------------------------------------
To Collection of Remeasurement Item H(R)1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)1.1/3 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)1 : Sewage Treatment Plant - Earthworks
H(R)1.1 : Sewage Treatment Plant - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with CESMM3 Section 7
------------------------------------------------------------------------------------------
To Collection of Remeasurement Item H(R)1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)1.1/4 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)1 : Sewage Treatment Plant - Earthworks
H(R)1.1 : Sewage Treatment Plant - Earthworks
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------
COLLECTION OF REMEASUREMENT ITEM H(R)1.1
: Sewage Treatment Plant Earthworks
Page No. H(R)1.1/1 ***
Page No. H(R)1.1/2 ***
Page No. H(R)1.1/3 ***
Page No. H(R)1.1/4 ***
--------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ H(R)1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)1.1/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)1 : Sewage Treatment Plant - Earthworks
H(R)1.1 : Sewage Treatment Plant - Earthworks
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ H(R)1
: Sewage Treatment Plant Earthworks
Page No. H(R)1.1/COL/1 ***
--------------------------------------------------------------------
To Summary of Cost Centre H(R) ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)1/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)2 : Roadworks and Hard Landscaping - Earthworks
H(R)2.1 : Roadworks and Hard Landscaping - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
EARTHWORKS
General excavation
Material other than topsoil, rock
or artificial hard material;
Commencing Surface at final
formation level +5.50 mPD
E421 maximum depth not exceeding
0.25 m m3 *** *** ***
E423 maximum depth 0.5-1 m m3 *** *** ***
Rock; Commencing Surface at final
formation level +5.50 mPD
E431 maximum depth not exceeding
0.25 m m3 *** *** ***
E433 maximum depth 0.5-1 m m3 *** *** ***
Artificial hard material
E441 maximum depth not exceeding
0.25 m m3 *** *** ***
E443 maximum depth 0.5-1 m m3 *** *** ***
Excavation ancillaries
Preparation of excavated surfaces
E522 material other than topsoil,
rock or artificial hard
material m2 *** *** ***
Disposal of excavated material
E532 material other than topsoil,
rock or artificial hard
material m3 *** *** ***
E533 rock m3 *** *** ***
E534 artificial hard material m3 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Remeasurement Item H(R)2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)2.1/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)2 : Roadworks and Hard Landscaping - Earthworks
H(R)2.1 : Roadworks and Hard Landscaping - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Pricing Schedule
and for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall
be "sum", with Quantity and
Rate columns entered with "N/A".
------------------------------------------------------------------------------------------
To Collection of Remeasurement Item H(R)2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)2.1/2 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)2 : Roadworks and Hard Landscaping - Earthworks
H(R)2.1 : Roadworks and Hard Landscaping - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with CESMM3 Section 7
------------------------------------------------------------------------------------------
To Collection of Remeasurement Item H(R)2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)2.1/3 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)2 : Roadworks and Hard Landscaping - Earthworks
H(R)2.1 : Roadworks and Hard Landscaping - Earthworks
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------
COLLECTION OF REMEASUREMENT ITEM H(R)2.1
: Roadworks and Hard Landscaping - Earthworks
Page No. H(R)2.1/1 ***
Page No. H(R)2.1/2 ***
Page No. H(R)2.1/3 ***
--------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ H(R)2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)2.1/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)2 : Roadworks and Hard Landscaping - Earthworks
H(R)2.1 : Roadworks and Hard Landscaping - Earthworks
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ H(R)2
: Roadworks and Hard Landscaping - Earthworks
Page No. H(R)2.1/COL/1 ***
--------------------------------------------------------------------------
To Summary of Cost Centre H(R) ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)2/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): External Works - Earthworks
Pricing Schedule H(R)3 : ▇▇▇▇ Bed - Earthworks
H(R)3.1 : ▇▇▇▇ Bed - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
GROUND INVESTIGATIONS
Rotary drilled boreholes; by rig
Number
B310 T2-101 size nr *** *** ***
Depth without core recovery;
T2-101 size
B333 In holes of maximum depth 10-20m m *** *** ***
B334 In holes of maximum depth 20-30m m *** *** ***
B335 In holes of maximum depth 30-40m m *** *** ***
B336 In holes of maximum depth 40-50m m *** *** ***
Depth with core recovery;
T2-101 size
B343 In holes of maximum depth 10-20m m *** *** ***
B344 In holes of maximum depth 20-30m m *** *** ***
B345 In holes of maximum depth 30-40m m *** *** ***
B346 In holes of maximum depth 40-50m m *** *** ***
Depth cased
B350 T2-101 size m *** *** ***
Depth backfilled with sand
B360 T2-101 size m *** *** ***
B370 Core boxes, length of core 1000mm nr *** *** ***
------------------------------------------------------------------------------------------
To Collection of Remeasurement Items H(R)3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1: 28 June 2002
Addendum No. 1 H(R)3.1/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): External Works - Earthworks
Pricing Schedule H(R)3 : ▇▇▇▇ Bed - Earthworks
H(R)3.1 : ▇▇▇▇ Bed - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------
GROUND INVESTIGATIONS (CONT'D)
Samples
From boreholes
B429.1 76mm diameter Piston samples nr *** *** ***
B429.2 76mm diameter Mazier samples nr *** *** ***
B429.3 U100 samples in alluvial sand and
gravel nr *** *** ***
Site tests and observations
B513 Standard penetration tests with
liner samples, nr *** *** ***
B519 Vane shear tests nr *** *** ***
Laboratory tests
B711 Moisture content tests nr *** *** ***
▇▇▇▇ ▇▇▇▇▇▇▇▇▇ limit tests nr *** *** ***
B713 Specific gravity tests nr *** *** ***
B771 Uniaxial compression testing of
core samples in NX size and 1000mm
in height nr *** *** ***
B775 Point load strength of core
samples in NX size nr *** *** ***
B790.1 Bulk density tests nr *** *** ***
B790.2 Unconsolidated undrained triaxial
testing of marine clay nr *** *** ***
B790.3 One dimensional consolidated
testing of marine clay nr *** *** ***
------------------------------------------------------------------------------------------
To Collection of Remeasurement Items H(R)3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)3.1/2 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): External Works - Earthworks
Pricing Schedule H(R)3 : ▇▇▇▇ Bed - Earthworks
H(R)3.1 : ▇▇▇▇ Bed - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
GEOTECHNICAL AND OTHER
SPECIALIST PROCESSES
Band drains; prefabricated,
continuously extruded material,
comprising a core and a filter
C812 Number of drain, cross-sectional
dimension 100-200mm nr *** *** ***
C842 Depth of drains of maximum
depth not exceeding 10m;
cross-sectional dimension
100-200mm m *** *** ***
C852 Depth of drains of maximum
depth 10-15m; cross-sectional
dimension 100-200mm m *** *** ***
C862 Depth of drains of maximum
depth 15-20m; cross-sectional
dimension 100-200mm m *** *** ***
------------------------------------------------------------------------------------------
To Collection of Remeasurement Items H(R)3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)3.1/3 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): External Works - Earthworks
Pricing Schedule H(R)3 : ▇▇▇▇ Bed - Earthworks
H(R)3.1 : ▇▇▇▇ Bed - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
EARTHWORKS
General excavation
Topsoil
E411 Maximum depth not exceeding 0.25m m3 *** *** ***
E412 Maximum depth 0.25-0.5m m3 *** *** ***
E413 Maximum depth 0.5-1.0m m3 *** *** ***
Material other than topsoil,
rock or artificial hard
material
E423.1 Maximum depth 0.5-lm, commencing
surface at +4.0mPD m3 *** *** ***
E423.2 Maximum depth 0.5-lm, commencing
surface at +6.0mPD m3 *** *** ***
E424.1 Maximum depth l-2m, commencing
surface at +4.0mPD m3 *** *** ***
E424.2 Maximum depth l-2m; commencing
surface at +6.0mPD m3 *** *** ***
E425 Maximum depth 2-5m; commencing
surface at +4.0mPD m3 *** *** ***
Rock
E433 Maximum depth 0.5-lm, commencing
surface at +4.0mPD m3 *** *** ***
E434 Maximum depth l-2m; commencing
surface at +4.0mPD m3 *** *** ***
E435 Maximum depth 2-5m; commencing
surface at +4.0mPD m3 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Remeasurement Items H(R)3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.l : 28 June 2002
Addendum No. 1 H(R)3.1/4 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): External Works - Earthworks
Pricing Schedule H(R)3 : ▇▇▇▇ Bed - Earthworks
H(R)3.1 : ▇▇▇▇ Bed - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
EARTHWORKS (CONT'D)
Excavation ancillaries
Trimming of excavated surfaces
E512 Material other than topsoil,
rock or artificial hard material m2 *** *** ***
Preparation of excavated surfaces
E522.1 Material other than topsoil,
rock or artificial hard material m2 *** *** ***
E523.1 Rock m2 *** *** ***
Preparation of excavated surfaces;
inclined at ▇▇ ▇▇▇▇▇ ▇▇ ▇▇ ▇▇▇.-▇▇
▇▇▇. to the horizontal
E522.2 Material other than topsoil,
rock or artificial hard material m2 *** *** ***
E523.2 Rock m2 *** *** ***
Disposal of excavated material
E531 Topsoil m3 *** *** ***
E532 Material other than topsoil,
rock or artificial hard
material; surcharge mound m3 *** *** ***
E533 Rock m3 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Remeasurement Items H(R)3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.l : 28 June 2002
Addendum No. 1 H(R)3.1/5 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)3 : ▇▇▇▇ Bed - Earthworks
H(R)3.1 : ▇▇▇▇ Bed - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
EARTHWORKS (CONT'D)
Fi11ing
Embankments
E625 Imported natural material other
than topsoil or rock; general
filling material to surcharge mound m3 *** *** ***
E623 Non-selected excavated material
other than topsoil or rock m3 *** *** ***
General
E635.1 Imported natural material other
than topsoil or rock; general
filling material with hydraulic fill m3 *** *** ***
E635.2 Imported natural material other
than topsoil or rock; general
filling material m3 *** *** ***
E635.3 Imported natural material other
than topsoil or rock; CDG m3 *** *** ***
E637 Imported rock; gravel m3 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Remeasurement Items H(R)3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.l : 28 June 2002
Addendum No. 1 H(R)3.1/6 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): External Works - Earthworks
Pricing Schedule H(R)3 : ▇▇▇▇ Bed - Earthworks
H(R)3.1 : ▇▇▇▇ Bed - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
EARTHWORKS (CONT'D)
Filling ancillaries
Trimming of filled surfaces
E712.1 Material other than topsoil,
rock or artificial hard material m2 *** *** ***
E713 Rock m2 *** *** ***
Trimming of filled surfaces;
inclined at an angle of 10 DEG.-
45 DEG. to the horizontal
E712.2 Material other than topsoil,
rock or artificial hard material m2 *** *** ***
Preparation of filled surfaces
E722.1 Material other than topsoil,
rock or artificial hard material m2 *** *** ***
Preparation of filled surfaces;
inclined at an angle of 10 DEG.-
45 DEG. to the horizontal
E722.2 Material other than topsoil,
rock or artificial hard material m2 *** *** ***
E730 Geosynthetic reinforcement;
tensile strength of 200kN/m (minimum) m2 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Remeasurement Items H(R)3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.l : 28 June 2002
Addendum No. 1 H(R)3.1/7 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)3 : ▇▇▇▇ Bed - Earthworks
H(R)3.1 : ▇▇▇▇ Bed - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution
of the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Pricing Schedule
and for which a separate charge
is required.
The unit of measurement for any
Contractor's Other Charge shall
be "sum", with Quantity and Rates
of Columns entered with "N/A".
------------------------------------------------------------------------------------------
To Collection of Remeasurement Items H(R)3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)3.1/8 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): External Works - Earthworks
Pricing Schedule H(R)3 : ▇▇▇▇ Bed - Earthworks
H(R)3.1 : ▇▇▇▇ Bed - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
Method Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with CESMM3
Section 7
a) DEDUCTION FOR ADDED
VALUE IN IMPORTED
MATERIALS FOR REUSE *** ***
b) DEDUCTION FOR ADDED
VALUE OF EARTHWORKS
MATERIAL GENERATED
WITHIN THE WORKS FOR
THE WORKS. (DRAINAGE
ARISING) ETC. *** ***
c) DEDUCTION FOR ADDED
VALUE OF SURCHARGE
MATERIAL DEPOSITIONED
WITHIN THE WORKS *** ***
------------------------------------------------------------------------------------------
To Collection of Remeasurement Items H(R)3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 October 2002 H(R)3.1/9 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : ▇▇▇▇▇▇▇▇ ▇▇▇▇▇ - ▇▇▇▇▇▇▇▇▇▇
▇▇▇▇▇▇▇ ▇▇▇▇▇▇▇▇ ▇(▇)▇: ▇▇▇▇ Bed - Earthworks
H(R)3.1: ▇▇▇▇ Bed - Earthworks
ITEM DESCRIPTION AMOUNT HK$
-------------------------------------------------------------------------
COLLECTION OF REMEASUREMENT ITEMS H(R)3.1
: ▇▇▇▇ Bed - Earthworks
Page No. H(R)3.1/1 ***
Page No. H(R)3.1/2 ***
Page No. H(R)3.1/3 ***
Page No. H(R)3.1/4 ***
Page No. H(R)3.1/5 ***
Page No. H(R)3.1/6 ***
Page No. H(R)3.1/7 ***
Page No. H(R)3.1/8 ***
Page No. H(R)3.1/9 ***
-------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ H(R)3 ***
--------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)3.1/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)3 : ▇▇▇▇ Bed - Earthworks
H(R)3.1 : ▇▇▇▇ Bed - Earthworks
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇, ▇(▇)▇
: ▇▇▇▇ Bed - Earthworks
Page No. H(R)3.1/COL/1 : ▇▇▇▇ Bed - Earthworks ***
--------------------------------------------------------------------------------
To Summary of Cost Centre H(R) ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)3/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)4 : Soft Landscaping - Earthworks
H(R)4.1 : Soft Landscaping - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
EARTHWORKS
General excavation
Material other than topsoil, rock or artificial
hard material; Commencing Surface at final
formation level +5.50 mPD
E423.1 maximum depth 0.5-1 m m3 *** *** ***
Material other than topsoil, rock or artificial
hard material; Commencing Surface at reduced level
+4.80 mPD
E423.2 maximum depth 0.5-1 m m3 *** *** ***
E424 maximum depth 1-2 m m3 *** *** ***
Rock; Commencing Surface at final formation level
+5.50 mPD
E433 maximum depth 0.5-1 m m3 *** *** ***
Artificial hard material
E443 maximum depth 0.5-1 m m3 *** *** ***
Excavation ancillaries
Disposal of excavated material
E532 material other than topsoil, rock or artificial
hard material m3 *** *** ***
E533 rock m3 *** *** ***
E534 artificial hard material m3 *** *** ***
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item H(R)4.1 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)4.1/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)4 : Soft Landscaping - Earthworks
H(R)4.1 : Soft Landscaping - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
EARTHWORKS
Fi11ing
General
E632 imported topsoil m3 *** *** ***
Depth 40 mm; inclined at an angle of 10 degrees
- 45 degrees to the horizontal
E645.1 imported pea gravel m2 *** *** ***
Depth 250 mm; inclined at an angle of 10 degrees
- 45 degrees to the horizontal
E645.2 imported granular filter material m2 *** *** ***
Filling ancillaries
Trimming of filled surfaces
E711 imported topsoil m2 *** *** ***
E712 imported pea gravel; inclined at an angle of 10
degrees - 45 degrees to the horizontal m2 *** *** ***
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item H(R)4.1 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)4.1/2 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)4 : Soft Landscaping - Earthworks
H(R)4.1 : Soft Landscaping - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Pricing Schedule and for which a separate charge is
required.
The unit of measurement for any Contractor's Other
Charges shall be "sum", with Quantity and Rate
columns entered with "N/A".
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item H(R)4.1 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)4.1/3 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)4 : Soft Landscaping - Earthworks
H(R)4.1 : Soft Landscaping - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item H(R)4.1 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)4.1/4 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)4 : Soft Landscaping - Earthworks
H(R)4.1 : Soft Landscaping - Earthworks
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF REMEASUREMENT ITEM H(R) 4.1
: Soft Landscaping - Earthworks
Page No. H(R)4.1/1 ***
Page No. H(R)4.1/2 ***
Page No. H(R)4.1/3 ***
Page No. H(R)4.1/4 ***
--------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ H(R)4 ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)4.1/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)4 : Soft Landscaping - Earthworks
H(R)4.1 : Soft Landscaping - Earthworks
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ H(R)4
: Soft Landscaping - Earthworks
Page No. H(R)4.1/COL/1 ***
--------------------------------------------------------------------------------
To Summary of Cost Centre H(R) ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)4/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)5 : Diversion of Existing Open Drainage Channel -
Earthwork(RRIW)
H(R)5.1 : Diversion of Existing Open Drainage Channel - Earthwork(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
EARTHWORKS
Excavation for foundations
Material other than topsoil, rock or artificial
hard material
E323 Maximum depth 0.5-1m m3 *** *** ***
E324 Maximum depth 1-2m m3 *** *** ***
E325 Maximum depth 2-5m m3 *** *** ***
Rock
E333 Maximum depth 0.5-1m m3 *** *** ***
E334 Maximum depth 1-2m m3 *** *** ***
E335 Maximum depth 2-5m m3 *** *** ***
Artificial hard material
E343.1 Maximum depth 0.5-1m m3 *** *** ***
E344.1 Maximum depth 1-2m m3 *** *** ***
E345.1 Maximum depth 2-5m m3 *** *** ***
Excavation for foundations: by hand
Artificial hard material
E343.2 Maximum depth 0.5-1m m3 *** *** ***
E344.2 Maximum depth 1-2m m3 *** *** ***
E345.2 Maximum depth 2-5m m3 *** *** ***
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item H(R)5.1 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)5.1/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)5 : Diversion of Existing Open Drainage Channel -
Earthwork(RRIW)
H(R)5.1 : Diversion of Existing Open Drainage Channel - Earthwork(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
EARTHWORKS (CONT'D)
General Excavation
Topsoil
E413 Maximum depth 0.5-1m m3 *** *** ***
E414 Maximum depth 1-2m m3 *** *** ***
E415 Maximum depth 2-5m m3 *** *** ***
Material other than topsoil, rock or artificial
hard material
E423 Maximum depth 0.5-1m m3 *** *** ***
E424 Maximum depth 1-2m m3 *** *** ***
E425 Maximum depth 2-5m m3 *** *** ***
Rock
E433 Maximum depth 0.5-1m m3 *** *** ***
E434 Maximum depth 1-2m m3 *** *** ***
E435 Maximum depth 2-5m m3 *** *** ***
Artificial hard material
E443 Maximum depth 0.5-1m m3 *** *** ***
E444 Maximum depth 1-2m m3 *** *** ***
E445 Maximum depth 2-5m m3 *** *** ***
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item H(R)5.1 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)5.1/2 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)5 : Diversion of Existing Open Drainage Channel -
Earthwork(RRIW)
H(R)5.1 : Diversion of Existing Open Drainage Channel - Earthwork(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
EARTHWORKS (CONT'D)
Excavation ancillaries
Preparation of excavated surfaces
E522.1 Material other than topsoil, rock or artificial
hard material m2 *** *** ***
E523 Rock m2 *** *** ***
Preparation of excavated surfaces; inclined at ▇▇
▇▇▇▇▇ ▇▇ ▇▇ ▇▇▇.-▇▇ ▇▇▇. to the horizontal
E522.2 Material other than topsoil, rock or artificial
hard material m2 *** *** ***
Preparation of vertical excavated surfaces
E522.3 Material other than topsoil, rock or artificial
hard material m2 *** *** ***
Disposal of excavated materials
E531 Topsoil m3 *** *** ***
E532 Material other than topsoil, rock or artificial
hard material m3 *** *** ***
E533 Rock m3 *** *** ***
E534 Artificial hard material m3 *** *** ***
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item H(R)5.1 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)5.1/3 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)5 : Diversion of Existing Open Drainage Channel -
Earthwork(RRIW)
H(R)5.1 : Diversion of Existing Open Drainage Channel - Earthwork(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
EARTHWORKS (CONT'D)
Filling
General
E635 Imported natural material other than topsoil or
rock; general filling material m3 *** *** ***
Filling ancillaries
Preparation of filled surfaces
E722.1 Material other than topsoil, rock or artificial
hard material m2 *** *** ***
Preparation of filled surfaces; inclined at an
angle of 10 DEG.- 45 DEG. to the horizontal
E722.2 Material other than topsoil, rock or artificial
hard material m2 *** *** ***
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item H(R)5.1 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)5.1/4 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)5 : Diversion of Existing Open Drainage Channel -
Earthwork(RRIW)
H(R)5.1 : Diversion of Existing Open Drainage Channel -
Earthwork(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Pricing Schedule and for which a separate
charge is required.
The unit of measurement for any Contractor's Other
Charge shall be "sum", with Quantity and Rates of
Columns entered with "N/A".
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item H(R)5.1 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)5.1/5 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)5 : Diversion of Existing Open Drainage Channel -
Earthwork(RRIW)
H(R)5.1 : Diversion of Existing Open Drainage Channel -
Earthwork(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
Method Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item H(R)5.1 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)5.1/6 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)5 : Diversion of Existing Open Drainage Channel -
Earthwork(RRIW)
H(R)5.1 : Diversion of Existing Open Drainage Channel - Earthwork(RRIW)
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF REMEASUREMENT ITEM H(R)5.1: Diversion of
Existing Open Drainage Channel - Earthworks (RRIW)
Page No. H(R)5.1/1 ***
Page No. H(R)5.1/2 ***
Page No. H(R)5.1/3 ***
Page No. H(R)5.1/4 ***
Page No. H(R)5.1/5 ***
Page No. H(R)5.1/6 ***
--------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ H(R) ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)5.1/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)5 : Diversion of Existing Open Drainage Channel -
Earthwork(RRIW)
H(R)5.1 : Diversion of Existing Open Drainage Channel - Earthwork(RRIW)
Item Description Amount HK$
--------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ H(R)5: Diversion of
Existing Open Drainage Channel - Earthworks (RRIW)
Page No. H(R)5.1/COL/l ***
--------------------------------------------------------------------------------
To Collection of Cost Centre H(R)5 ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)5/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)6 : Traction Section Cabin - Earthworks
H(R)6.1 : Traction Section Cabin - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
EARTHWORKS
General excavation
Material other than topsoil, rock or artificial
hard material; Commencing Surface at final
formation level +5.50 mPD
E422 maximum depth 0.25-0.5 m m3 *** *** ***
E424 maximum depth 1-2 m m3 *** *** ***
Rock; Commencing Surface at final formation
level +5.50 mPD
E434 maximum depth 1-2 m m3 *** *** ***
Artificial hard material
E444 maximum depth 1-2 m m3 *** *** ***
Excavation ancillaries
Preparation of excavated surfaces
E522 material other than topsoil, rock or artificial
hard material m2 *** *** ***
Disposal of excavated material
E532 material other than topsoil, rock or artificial
hard material m3 *** *** ***
E533 rock m3 *** *** ***
E534 artificial hard material m3 *** *** ***
Filling
To structures
E614 selected excavated material other than topsoil,
rock or artificial hard material m3 *** *** ***
Filling ancillaries
Preparation of filled surfaces
E722 material other than topsoil, rock or artificial
hard material m2 *** *** ***
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item H(R)6.1 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)6.1/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)6 : Traction Section Cabin - Earthworks
H(R)6.1 : Traction Section Cabin - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Pricing Schedule and for which a separate charge is
required.
The unit of measurement for any Contractor's Other
Charges shall be "sum", with Quantity and Rate
columns entered with "N/A".
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item H(R)6.1 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)6.1/2 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)6 : Traction Section Cabin - Earthworks
H(R)6.1 : Traction Section Cabin - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item H(R)6.1 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)6.1/3 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)6 : Traction Section Cabin - Earthworks
H(R)6.1 : Traction Section Cabin - Earthworks
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF REMEASUREMENT ITEM H(R)6.1
: Traction Section Cabin - Earthworks
Page No. H(R)6.1/1 ***
Page No. H(R)6.1/2 ***
Page No. H(R)6.1/3 ***
--------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ H(R)6 ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)6.1/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)6 : Traction Section Cabin - Earthworks
H(R)6.1 : Traction Section Cabin - Earthworks
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ H(R)6
: Traction Section Cabin - Earthworks
Page No. H(R)6.1/COL/1 ***
--------------------------------------------------------------------------------
To Summary of Cost Centre H(R) ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)6/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)7 : Reprovision of Police Check Point - Earthworks (RRIW)
H(R)7.1 : Reprovision of Police Check Point - Earthworks (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
EARTHWORKS
General excavation
Topsoil
E411 maximum depth not exceeding 0.25 m m3 *** *** ***
Material other than topsoil, rock or artificial
hard material
E421 maximum depth not exceeding 0.25 m m3 *** *** ***
Rock
E431 maximum depth not exceeding 0.25 m m3 *** *** ***
Artificial hard material
E441 maximum depth not exceeding 0.25 m m3 *** *** ***
Excavation ancillaries
Preparation of excavated surfaces
E522 material other than topsoil, rock or artificial
hard material m2 *** *** ***
Disposal of excavated material
E531 topsoil m3 *** *** ***
E532 material other than topsoil, rock or artificial
hard material m3 *** *** ***
E533 rock m3 *** *** ***
E534 artificial hard material m3 *** *** ***
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item H(R)7.1 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)7.1/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)7 : Reprovision of Police Check Point - Earthworks (RRIW)
H(R)7.1 : Reprovision of Police Check Point - Earthworks (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Pricing Schedule and for which a separate charge
is required.
The unit of measurement for any Contractor's Other
Charges shall be "sum", with Quantity and Rate
columns entered with "N/A".
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item H(R)7.1 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)7.1/2 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)7 : Reprovision of Police Check Point - Earthworks (RRIW)
H(R)7.1 : Reprovision of Police Check Point - Earthworks (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractors shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item H(R)7.1 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)7.1/3 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)7 : Reprovision of Police Check Point - Earthworks (RRIW)
H(R)7.1 : Reprovision of Police Check Point - Earthworks (RRIW)
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF REMEASUREMENT ITEM H(R)7.1
: Reprovision of Police Check Point - Earthworks (RRIW)
Page No. H(R)7.1/1 ***
Page No. H(R)7.1/2 ***
Page No. H(R)7.1/3 ***
--------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ H(R)7 ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)7.1/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule H(R)7 : Reprovision of Police Check Point - Earthworks (RRIW)
H(R)7.1 : Reprovision of Police Check Point - Earthworks (RRIW)
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ H(R)7
: Reprovision of Police Check Point - Earthworks (RRIW)
Page No. H(R)7.1/COL/1 ***
--------------------------------------------------------------------------------
To Summary of Cost Centre H(R) ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 H(R)7/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : External Works - Earthworks
Pricing Schedule SUMMARY
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
Summary of Cost Centre H(R): External Works - Earthworks
Page
H(R)1/COL/1 - Sewage Treatment Plant - Earthworks ***
H(R)2/COL/1 - Roadworks and Hard Landscaping - Earthworks ***
H(R)3/COL/1 - ▇▇▇▇ Bed - Earthworks ***
H(R)4/COL/1 - Soft Landscaping - Earthworks ***
H(R)5/COL/1 - Diversion of Existing Open Drainage Channel -
Earthworks (RRIW) ***
H(R)6/COL/1 - Traction Section Cabin - Earthworks ***
H(R)7/COL/1 - Reprovision of Police Check Point -
Earthworks (RRIW) ***
--------------------------------------------------------------------------------
To Pricing Schedule Summary H(R) ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 26 April 2002 H(R).SUM/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I1 : Sewage Treatment Plant
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇ I1: SEWAGE
TREATMENT PLANT
LSI1.1 Sewage Treatment Plant - Structure Sum ***
LSI1.2 Sewage Treatment Plant Sum ***
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I1 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 I1/1 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I1 : Sewage Treatment Plant
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Pricing Schedule and for which a separate charge is
required.
The unit of measurement for any Contractor's Other
Charges shall be "sum", with Quantity and Rate
columns entered with "N/A".
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I1 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I1 : Sewage Treatment Plant
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I1 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I1 : Sewage Treatment Plant
ITEM CODE ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ I1
: Sewage Treatment Plant
Page No. I1/1 ***
Page No. I1/2 ***
Page No. I1/3 ***
--------------------------------------------------------------------------------
To Summary of Cost Centre I ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I2 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇ I2: ROADWORKS
LSI2.1 Roadworks sum ***
LSI2.2 BWIC WITH Services sum ***
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I2 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I2/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I2 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Pricing Schedule and for which a separate charge is
required.
The unit of measurement for any Contractor's Other
Charges shall be "sum", with Quantity and Rate
columns entered with "N/A".
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I2 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I2 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I2 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I2/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I2 : Roadworks
ITEM CODE ITEM DESCRIPTION Amount HK$
--------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ I2
: Roadworks
Page No. I2/1 ***
Page No. I2/2 ***
Page No. I2/3 ***
--------------------------------------------------------------------------------
To Summary of Cost Centre I ***
----------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇ I3: UNDERGROUND
DRAINAGE
LSI3.1 Underground Drainage sum ***
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I3 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I3/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Pricing Schedule and for which a separate charge is
required.
The unit of measurement for any Contractor's Other
Charges shall be "sum", with Quantity and Rate
columns entered with "N/A".
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I3 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I3/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I3 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ I3
: Underground Drainage
Page No. I3/1 ***
Page No. I3/2 ***
Page No. I3/3 ***
--------------------------------------------------------------------------------
To Summary of Cost Centre I ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I3/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I4 : Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇ I4: LANDSCAPING
LSI4.1 Hard and Soft Landscaping sum ***
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I4 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I4/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I4 : Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Pricing Schedule and for which a separate charge is
required.
The unit of measurement for any Contractor's Other
Charges shall be "sum", with Quantity and Rate
columns entered with "N/A".
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I4 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I4/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I4 : Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I4 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I4/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I4 : Landscaping
ITEM CODE ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ I4
: Landscaping
Page No. I4/1 ***
Page No. I4/2 ***
Page No. I4/3 ***
--------------------------------------------------------------------------------
To Summary of Cost Centre I ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I4/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I5 : Diversion of Existing Channel (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇ I5: DIVERSION OF
EXISTING CHANNEL (RRIW)
LSI5.1 Diversion of Existing Open Drainage Channel (RRIW) sum ***
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I5 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I5/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I5 : Diversion of Existing Channel (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Pricing Schedule and for which a separate charge
is required.
The unit of measurement for any Contractor's Other
Charges shall be "sum", with Quantity and Rate
columns entered with "N/A".
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I5 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I5/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I5 : Diversion of Existing Channel (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I5 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I5/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I5 : Diversion of Existing Channel (RRIW)
ITEM CODE ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ I5
: Diversion of Existing Channel (RRIW)
Page No. I5/1 ***
Page No. I5/2 ***
Page No. I5/3 ***
--------------------------------------------------------------------------------
To Summary of Cost Centre I ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I5/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I6 : Traction Section Cabin
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
I6: TRACTION SECTION CABIN
LSI6.1 Traction Section Cabin - Structure sum ***
LSI6.2 Traction Section Cabin - ABWF sum ***
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I6 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I6/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I6 : Traction Section Cabin
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Pricing Schedule and for which a separate charge
is required.
The unit of measurement for any Contractor's Other
Charges shall be "sum", with Quantity and Rate
columns entered with "N/A".
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I6 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I6/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I6 : Traction Section Cabin
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I6 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I6/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I6 : Traction Section Cabin
ITEM CODE ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ I6
: Traction Section Cabin
Page No. I6/1 ***
Page No. I6/2 ***
Page No. I6/3 ***
--------------------------------------------------------------------------------
To Summary of Cost Centre I ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I6/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I7: Reprovision of Police Check Point(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇ I7:
REPROVISION OF POLICE CHECK POINT (RRIW)
LSI7.1 Structure (RRIW) sum ***
LSI7.2 ABWF (RRIW) sum ***
---------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.O : 26 April 2002 I7/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I7: Reprovision of Police Check Point(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Pricing Schedule and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be "sum",
with Quantity and Rate columns entered
with "N/A".
---------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.O : 26 April 2002 I7/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I7: Reprovision of Police Check Point(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
---------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I7/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I7: Reprovision of Police Check Point(RRIW)
ITEM CODE ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ I7
: Reprovision of Police Check Point(RRIW)
Page No. I7/1 ***
Page No. I7/2 ***
Page No. I7/3 ***
----------------------------------------------------------------------
To Summary of Cost Centre I ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.O : 26 April 2002 I7/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I8 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
I8: WATER MAIN
LSI8.1 Water Main sum ***
---------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I8/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I8 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by the
Contract, which has been omitted from or
has not been separately itemised in this
Pricing Schedule and for which a separate
charge is required.
The unit of measurement for any
Contractor's Other Charges shall be "sum",
with Quantity and Rate columns entered
with "N/A".
---------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I8/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I8 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
---------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I8/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I8 : Water Main
ITEM CODE ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ I8
: Water Main
Page No. I8/1 ***
Page No. I8/2 ***
Page No. I8/3 ***
----------------------------------------------------------------------
To Summary of Cost Centre I ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I8/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I9 : Drainage & Utility Diversions within Terminus area
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇ I9:
DRAINAGE & UTILITY DIVERSIONS WITHIN
TERMINAL AREA
LSI9.1 Utilities Diversions sum ***
---------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I9 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I9/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I9 : Drainage & Utility Diversions within Terminus area
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted from
or has not been separately itemised in
this Pricing Schedule and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be "sum",
with Quantity and Rate columns entered with
"N/A".
---------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I9 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I9/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I9 : Drainage & Utility Diversions within Terminus area
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7
---------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I9 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I9/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I9 : Drainage & Utility Diversions within Terminus area
ITEM CODE ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ I9
: Drainage & Utility Diversions within Terminus Area
Page No. I9/1 ***
Page No. I9/2 ***
Page No. I9/3 ***
----------------------------------------------------------------------
To Summary of Cost Centre I ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I9/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I10 : Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇ I10:
WIDENING OF LOK MA ▇▇▇▇ ▇▇ (AREA A -
Chainage 220m to Chainage 870m)
LSI10.1 Water Main sum ***
LSI10.2 Gas Main sum ***
LSI10.3 Telephone Utilities sum ***
LSI10.4 BWIC with Services sum ***
---------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I10 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I10/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I10 : Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the execution
of the Works, as required by the Contract,
which has been omitted from or has not
been separately itemised in this Pricing
Schedule and for which a separate charge
is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity
and Rate columns entered with "N/A".
---------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I10 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I10/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I10: Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7
---------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I10 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I10/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I10 : Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A)
ITEM CODE ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ I10
: Widening of Lok Ma ▇▇▇▇ Road (Area A - Chainage 220m
to Chainage 870m)
Page No. I10/1 ***
Page No. I10/2 ***
Page No. I10/3 ***
----------------------------------------------------------------------
To Summary of Cost Centre I ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I10/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I11 : Widening of Existing Access Rd (Area B)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇ I11 :
WIDENING OF EXISTING ACCESS RD (AREA B -
Chainage 870m to Chainage 1140m)
LSI11.1 Water Main sum ***
LSI11.2 Gas Main sum ***
LSI11.3 Telephone Utilities sum ***
LSI11.4 BWIC with Services sum ***
---------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I11 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I11/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I11 : Widening of Existing Access Rd (Area B)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the execution
of the Works, as required by the Contract,
which has been omitted from or has not
been separately itemised in this Pricing
Schedule and for which a separate charge
is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity
and Rate columns entered with "N/A".
---------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I11 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I11/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I11 : Widening of Existing Access Rd (Area B)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7
---------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I11 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I11/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I11 : Widening of Existing Access Rd (Area B)
ITEM CODE ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ I11
: Widening of Existing Access Rd (Area B - Chainage 870m to
Chainage 1140m)
Page No. I1l/1 ***
Page No. I11/2 ***
Page No. I11/3 ***
----------------------------------------------------------------------
To Summary of Cost Centre I ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I1l/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I12 : Construction of Access Rd (Area C)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇, I12 :
CONSTRUCTION OF ▇▇▇▇▇▇ ▇▇ (▇▇▇▇ ▇ -
▇▇▇▇▇▇▇▇ ▇▇▇▇▇ to Chainage 1990m)
LSI12.1 Telephone Utilities sum ***
LSI12.2 Water Main sum ***
LSI12.3 Gas Main sum ***
LSI12.4 BWIC with Services sum ***
---------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I12 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I12/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I12 : Construction of Access Rd (Area C)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the execution
of the Works, as required by the Contract,
which has been omitted from or has not
been separately itemised in this Pricing
Schedule and for which a separate charge
is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity
and Rate columns entered with "N/A".
---------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I12 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I12/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I12 : Construction of Access Rd (Area C)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7
---------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I12 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I12/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I12 : Construction of Access Rd (Area C)
ITEM CODE ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ I12
: Construction of ▇▇▇▇▇▇ ▇▇ (▇▇▇▇ ▇ - ▇▇▇▇▇▇▇▇
▇▇▇▇▇ to Chainage 1990m)
Page No. I12/1 ***
Page No. I12/2 ***
Page No. I12/3 ***
----------------------------------------------------------------------
To Summary of Cost Centre I ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I12/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I13 : Widening of Boundary Patrol Rd (Area D)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
I13: WIDENING OF BOUNDARY
PATROL RD (AREA D - Chainage 1990m
to Chainage 2125m and Chainage 2395m to
Chaining 2695m)
LSI13.1 Gas Main sum ***
LSI13.2 Water Main sum ***
LSI13.3 Telephone Utilities sum ***
LSI13.4 BWIC with Services sum ***
---------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I1 3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I13/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I13 : Widening of Boundary Patrol Rd (Area D)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the execution
of the Works, as required by the Contract,
which has been omitted from or has not
been separately itemised in this Pricing
Schedule and for which a separate charge
is required.
The unit of measurement for any
Contractor's Other Charges shall be "sum",
with Quantity and Rate columns entered
with "N/A"
---------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I13 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I13/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I13 : Widening of Boundary Patrol Rd (Area D)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7
---------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I13 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I13/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I13 : Widening of Boundary Patrol Rd (Area D)
ITEM CODE ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ I13
: Widening of Boundary Patrol Rd (Area D - Chainage 1990m
to Chainage 2125m and Chainage 2395m to Chainage 2695m)
Page No. I13/1 ***
Page No. I13/2 ***
Page No. I13/3 ***
----------------------------------------------------------------------
To Summary of Cost Centre I ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I13/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I14 : ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
I14: ▇▇▇▇ BEDS
LSI14.1 ▇▇▇▇ Beds ***
---------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I14 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I14/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I14 : ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the execution
of the Works, as required by the Contract,
which has been omitted from or has not
been separately itemised in this Pricing
Schedule and for which a separate charge
is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity
and Rate columns entered with "N/A".
---------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I14 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I14/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I14 : ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7
a) Hydraulic Gradients Requirements ***
b) As Built and Performance Drawings and
Testing ***
c) Formation Protection Provisions ***
d) Initial Soil Condition Testing and
Surveys for Final Formation Profiles ***
e) Safety Provisions ***
---------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I14 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 October 2002 I14/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule 114 : ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ I14
: ▇▇▇▇ Beds
Page No. I14/1 ***
Page No. I14/2 ***
Page No. I14/3 ***
----------------------------------------------------------------------
To Summary of Cost Centre I ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 I14/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I15 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
I15 : GAS MAIN
LSI15.1 Gas Main ***
---------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I15 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 I15/1 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I15 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the execution
of the Works, as required by the Contract,
which has been omitted from or has not
been separately itemised in this Pricing
Schedule and for which a separate charge is
required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity
and Rate columns entered with "N/A".
---------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I15 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 I15/2 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I15 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7
---------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ I15 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 I15/3 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule I15 : Gas Main
ITEM CODE ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ I15
: Gas Main
Page No. I15/1 ***
Page No. I15/2 ***
Page No. I15/3 ***
----------------------------------------------------------------------
To Summary of Cost Centre I ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 I15/COL/1 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Pricing Schedule SUMMARY
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------
Summary of Cost Centre I : External Works
Page
I1/COL/1 - Sewage Treatment Plant ***
I2/COL/1 - Roadworks ***
I3/COL/1 - Underground Drainage ***
I4/COL/1 - Landscaping ***
I5/COL/1 - Diversion of Existing Channel (RRIW) ***
I6/COL/1 - Traction Section Cabin ***
I7/COL/1 - Reprovision of Police Check Point (RRIW) ***
I8/COL/1 - Water Main ***
I9/COL/1 - Drainage & Utility Diversions within Terminus Area ***
I10/COL/1 - Widening Lok Ma ▇▇▇▇ ▇▇ (Area A) ***
I11/COL/1 - Widening Existing Access Rd (Area B) ***
I12/COL/1 - Construction of Access Rd (Area C) ***
I13/COL/1 - Widening of Boundary Patrol Rd (Area D) ***
I14/COL/1 - ▇▇▇▇ Beds ***
I15/COL/1 - Gas Main ***
------------------------------------------------------------------------
To Pricing Schedule Summary ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 I.SUM/1 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre J : Provisional Sums and Dayworks
Pricing Schedule J1 : Provisional Sums
J1.1 : Provisional Sums
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------
PROVISIONAL SUMS
Dayworks
A411.1 Allow the Provisional Sum of HK$
18,000,000 for labour working
during Normal Working Hours sum ***
A412.1 Percentage Adjustment to the
Provisional Sum for Daywork labour
working during Normal Working
Hours % *** *** ***
A411.2 Allow the Provisional Sum of HK$
10,000,000 for labour working
overtime between the hours of 1800
to midnight sum ***
A412.2 Percentage Adjustment to the
Provisional Sum for Daywork labour
working overtime between the hours
of 1800 to midnight % *** *** ***
A411.3 Allow the Provisional Sum of HK$
10,000,000 for labour working
overtime between the hours of
midnight to 0800 Sum ***
A412.3 Percentage Adjustment to the
Provisional Sum for Daywork labour
working overtime between the hours
of midnight to 0800 % *** *** ***
A413.1 Allow the Provisional Sum of HK$
8,000,000 for materials ordered
for Daywork Sum ***
A414.1 Percentage Adjustment to the
Provisional Sum for materials
ordered for Daywork % *** *** ***
A419.1 Allow the Provisional Sum of HK$
8,000,000 for the Contractor's
equipment used for Daywork sum ***
A419.2 Percentage Adjustment to the
Provisional Sum for the
Contractor's equipment used for
Daywork % *** *** ***
---------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ J1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 J1.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre J : Provisional Sums and Dayworks
Pricing Schedule J1 : Provisional Sums
J1.l : Provisional Sums
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------
PROVISIONAL SUMS
Other Provisional Sums
A429.1 Allow the Provisional Sum of HK$ 5,000,000
for reimbursement for landfill charges sum ***
A429.2 Allow the Provisional Sum of HK$ 7,000,000
for provision of the Tunnel Ventilation
Room sum ***
A429.3 Allow the Provisional Sum of HK$ 3,000,000
for external fencing to the Terminus sum ***
A429.4 Allow the Provisional Sum of HK$ 8,000,000
for provision of temporary Boundary
Security Fences and temporary diversion
of Border Road and re-provision of
permanent Boundary Security Fences and
reinstatement of Border Road for
Link Bridge construction (EPIW) sum ***
A429.5 Allow the Provisional Sum of HK$ 3,000,000
for builder's works in connection with
Government data cable installation (EPIW) sum ***
A429.6 Allow the Provisional Sum of HK$ 15,000,000
for additional works in connection with
the provision of automatic clearance
system (EPIW) sum ***
A429.7 Allow the Provisional Sum of HK$ 2,000,000
for additional works in connection with
the provision of travelator to Link Bridge
(EPIW) sum ***
A429.8 Allow the Provisional Sum of HK$ 5,000,000
for additional works in connection with
the relocation of dog kennels at G/F (EPIW) sum ***
A429.9 Allow the Provisional Sum of HK$ 1,300,000
for the provision of a Contract vehicle
for the use of RDO/HyD including associated
servicing and maintenance (EPIW) sum ***
A429.10 Allow the Provisional Sum of HK$ 2,000,000
for the Employer's Commitment No.22 and
other Commitment items in addition to
those items as detailed in Appendix NN to
the Particular Specification sum ***
---------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ J1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002. J1.1/2 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre J : Provisional Sums and Dayworks
Pricing Schedule J1 : Provisional Sums
J1.l : Provisional Sums
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------
PROVISIONAL SUMS
Other Provisional Sums (Cont'd)
A429.ll Allow the Provisional Sum of HK$ 1,000,000
for provision of cable trenches and
containments together with all associated
works to link up the fire detection system
for the track side cabin sum ***
A429.12 Allow a Provisional Sum for the Premium for
Employee's Compensation Insurance and
Statutory Employee's Compensation Levy for
the Works other than Option 1 sum *** ***
(Note: The Tenderer shall insert a sum
derived from the method stated in the
Additions and Amendments to the Method
of Measurement Part D item reference 14)
A429.13 Allow a Provisional Sum for the Premium for
Employee's Compensation Insurance and
Statutory Employee's Compensation Levy for
Option 1 (EPIW) sum *** ***
(Note: The Tenderer shall insert a sum
derived from the method stated in the
Additions and Amendments to the Method
of Measurement Part D item reference 14)
---------------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ J1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.2 : 28 October 2002 J1.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre J : Provisional Sums and Dayworks
Pricing Schedule J1 : Provisional Sums
J1.l : Provisional Sums
ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇
: Provisional Sums
Page No. J1.1/1 ***
Page No. J1.1/2 ***
Page No. J1.1/ 3 ***
----------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ J1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.2 : 28 October 2002 J1.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre J : Provisional Sums and Dayworks
Pricing Schedule J1 : Provisional Sums
ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ J1
: Provisional Sums
Page No. J1.l/COL/l - Provisional Sums ***
----------------------------------------------------------------------
To Summary of Cost Centre J ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 October 2002 J1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre J : Provisional Sums and Dayworks
Pricing Schedule SUMMARY
ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------
Summary of Cost Centre J : Provisional Sums and Dayworks
Page
J1/COL/l - Provisional Sums ***
----------------------------------------------------------------------
To Pricing Schedule Summary ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 October 2002 J.SUM/1 Contract No. LCC-300
FORM OF TENDER
Note: Confidential treatment has been requested for portions of this exhibit.
The copy filed herewith omits the information subject to the confidentiality
request. Omissions are designated as "***." A complete version of this exhibit
has been filed separately with the Securities and Exchange Commission.
[LOGO]
KCR
[CHINESE CHARACTERS]
KOWLOON CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
CONTRACT LCC-300
LOK MA ▇▇▇▇ TERMINUS AND ASSOCIATED WORKS
FORM OF TENDER
(PART 2 OF 8)
[STAMP]
28 October 2002 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT
LUMP SUM BREAKDOWNS
[STAMP]
Rev.0: 26 April 2002 Contract No. LCC-300
Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements
Lump Sum Breakdown A1 : General Items
Lump Sum Item LSA1.1 A1.1 : General Requirements
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractual requirements
A110 Contractor's Bond sum ***
A130 Contractor's Insurance sum ***
A140 Administration of all insurances required under
the Contract including but without limitation
Employee's Compensation Insurance and Statutory
Employee's Compensation Insurance Levy sum ***
(Note: A Provisional Sum for the Premium for
Employee's Compensation Insurance and Statutory
Employee's Compensation Levy is to be inserted
within Cost Centre J by the Contractor)
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSA1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSA1.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements
Lump Sum Breakdown A1 : General Items
Lump Sum Item LSA1.1 A1.1 : General Requirements
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate charge
is required.
The unit of measurement for any Contractor's Other
Charges shall be "sum", with Quantity and Rate
columns entered with "N/A".
The direct cost of senior management staff
comprising project manager, construction manager,
engineering manager, QA/environmental manager,
section agents and safety manager. ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSA1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.1 : 28 October 2002 LSA1.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements
Lump Sum Breakdown A1 : General Items
Lump Sum Item LSA1.1 A1.1 : General Requirements
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSA1.1
: General Requirements
Page No. LSA1.1/1 ***
Page No. LSA1.1/2 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSA1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSA1.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements
Lump Sum Breakdown A1 : General Items
Lump Sum Item LSA1.2 A1.2 : Specified Requirements
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Specified requirements
Accommodation for the Engineer's staff; establish
A211.1 offices sum ***
A213.1 cabins sum ***
Accommodation for the Engineer's staff; remove
A211.2 offices sum ***
A213.2 cabins sum ***
Accommodation for the Engineer's staff; maintain
and operate
A211.3 offices wk *** *** ***
A213.3 cabins wk *** *** ***
Services for Engineer's staff; establish
A221.1 transport vehicles - contract cars sum ***
A222.1 mobile telephones sum ***
Services for Engineer's staff; remove; after
issuance of Substantial Completion Certificate
for the Works
A221.2 transport vehicles - contract cars sum ***
Services for Engineer's staff; remove
A222.2 mobile telephones sum ***
Services for Engineer's staff; maintain and
operate
A221.3 transport vehicles - contract cars wk *** *** ***
A222.3 mobile telephones wk *** *** ***
Services for Engineer's staff; maintain and
operate; after issuance of Substantial
Completion Certificate for the Works
A221.4 transport vehicles - contract cars wk *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSA1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.1 : 28 June 2002 LSA1.2/1 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements
Lump Sum Breakdown A1 : General Items
Lump Sum Item LSA1.2 A1.2 : Specified Requirements
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Specified requirements (Cont'd)
Equipment for use by the Engineer's staff;
establish and remove
A231.1 office equipment sum ***
A231.2 computer equipment and consumables sum ***
A233.1 surveying equipment sum ***
Equipment for use by the Engineer's staff;
maintain and operate
A231.3 office equipment wk *** *** ***
A231.4 computer equipment and consumables wk *** *** ***
A233.2 surveying equipment wk *** *** ***
A250 Testing of materials sum ***
A260 Testing of the Works sum ***
Temporary Works
A271 Traffic diversions sum ***
A272 Traffic regulations sum ***
A273 Access to and through the Site sum ***
A277 Dewatering sum ***
Temporary Works
A281 Hoardings / fencings sum ***
A282 Project signboards sum ***
A283 Utility diversion sum ***
A284 Security sum ***
A287 Hardstandings sum ***
A288 Ground treatment sum ***
A290.1 Temporary pedestrian facilities sum ***
A290.2 Site cleaning sum ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSA1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSA1.2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements
Lump Sum Breakdown A1 : General Items
Lump Sum Item LSA1.2 A1.2 : Specified Requirements
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Specified requirements (Cont'd)
Temporary Works (Cont'd)
A290.3 Environmental requirements (including but not
limited to all necessary works as stipulated in
Appendix I to Particular Specification in
particular the 5m high gap-free noise barriers
(para. 3.25, figure 9d), and measures to mitigate
landscape and visual impacts during construction
(App.B of the EP), etc. but except systems of web
camera (para. 5.6)) sum ***
A290.4 Coordination Manager sum ***
A290.5 Initial land survey sum ***
A290.6 Photographic survey sum ***
A290.7 Programme constraints sum ***
A290.8 Construction constraints sum ***
A290.9 Maintenance requirement sum ***
A290.10 Existing structures, utilities and ground surveys sum ***
A290.11 Temporary Works Co-ordinator sum ***
A290.12 Mockups sum ***
A290.13 Operations and Maintenance Manuals sum ***
A290.14 Reinstatement and reconstruction sum ***
A290.15 Short term tenancy sum ***
A290.16 Programme restraints sum ***
A290.17 Flood Protection sum ***
A290.18 Maintenance of fish ponds sum ***
A290.19 Temporary facilities for loading and unloading sum ***
A290.20 Topping out ceremony sum ***
A290.21 Opening ceremony sum ***
A290.22 Drainage system around perimeter of the Terminus sum ***
A290.23 Independent Checking Engineer sum ***
A290.24 Precondition survey sum ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSA1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.1 : 28 June 2002 LSA1.2/3 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements
Lump Sum Breakdown A1 : General Items
Lump Sum Item LSA1.2 A1.2 : Specified Requirements
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Specified requirements (Cont'd)
Temporary Works (Cont'd)
A290.25 Traffic requirements sum ***
A290.26 Establishment works for landscape softworks sum ***
A290.27 Special drainage requirements sum ***
A290.28 Temporary Police Check Point sum ***
A290.29 Closed Circuit Television Survey sum ***
A290.30 Visual Monitoring System (including but not
limited to Web Camera System) as stipulated in
Appendix I (para. 5.6) and Clause P27.13 of the
Particular Specification sum ***
Other Specified Requirements
General Attendance for Project Contractors
A710.1 Contract No. LDB201; Sheung Shui to ▇▇▇▇ Tau
Tunnels. sum ***
A710.2 Contract No. LCC-202; West Section Alignment and
Associated Works sum ***
A710.3 Contract No. LFCC007; Lok Ma ▇▇▇▇ Wetland
Creation sum ***
A710.4 Link Bridge Construction Contract (EPIW) sum ***
A710.5 Contract No. DB1350; Train Control and Signaling
Systems sum ***
A710.6 Contract No. DB1460; Traction Power and Overhead
Line sum ***
A710.7 Contract No. DB1520; Commercial Communication
Systems sum ***
A710.8 Contract No. DB1560; Integrated Control and
Communication Systems sum ***
A710.9 Contract No. DB1561 Integrated Radio System sum ***
A710.10 Contract No. DB1562; Station and Depot
Communication Systems sum ***
A710.11 Contract No. DB1650; Automatic Revenue
Collection and Electronic Access Control Systems sum ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSA1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.1 : 28 June 2002 LSA1.2/4 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements
Lump Sum Breakdown A1 : General Items
Lump Sum Item LSA1.2 A1.2 : Specified Requirements
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Other Specified Requirements (Cont'd)
General Attendance for Project Contractors
(Cont'd)
A710.12 Contract No. CC1860; Permanent Way sum ***
A710.13 Contract No. SI-1160; Escalators sum ***
A710.14 Contract No. SI-1161; Lifts sum ***
A710.15 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇-▇▇▇▇▇; Supply and Installation
of Signage & Advertising Panels sum ***
A710.16 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇-▇▇▇▇▇; Supply and Installation
of Tunnel Ventilation System sum ***
A710.17 Contract No. SS H331; Upgrading of Lok Ma ▇▇▇▇
Control Point (EPIW) sum ***
A710.18 Contract No. 73CD/B; Construction of San Tin
Channel (EPIW) sum ***
A710.19 Contract No. NR2000MB; Diversion of 132KV Cables
(EPIW) sum ***
A710.20 Contractors for installation of road lighting
(EPIW) sum ***
A710.21 Contractors for installation of
telecommunications cables and providing services
to Lok Ma ▇▇▇▇ Terminus sum ***
A710.22 Contractors for Government Accommodation and
Canteen including fitting out, CCTV,
telecommunication and specialist contractors
(EPIW) sum ***
A710.23 Contractors for Duty Free Shop, Station Trading
Areas and Restaurant sum ***
A710.24 Contractors for utility undertakers sum ***
A710.25 Contractors for installation of sensors on
Boundary Security Fence (EPIW) sum ***
A720.1 Temporary Electricity and Water Supply for
Project Contractors sum ***
A720.2 Temporary lighting and air conditioning for
Project Contractors sum ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSA1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.1 : 28 June 2002 LSA1.2/5 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements
Lump Sum Breakdown A1 : General Items
Lump Sum Item LSA1.2 A1.2 : Specified Requirements
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Other Specified Requirements (Cont'd)
Quality Management System
A790.1 Quality Management; preparation of quality
manual, procedures, work instructions / forms,
project quality plan; establish and remove sum ***
A790.2 Quality Management; preparation of manufacturing
quality plan; establish and remove sum ***
A790.3 Quality Management; maintain, monitor, audit and
report. wk *** *** ***
Committed Works
A791.1 Commitment No. C1 (RRIW) sum ***
A791.2 Commitment No. C2 (EPIW) sum ***
A791.3 Commitment No. C3 (EPIW) sum ***
A791.4 Commitment No. C5 (EPIW) sum ***
A791.5 Commitment No. C6 (EPIW) sum ***
A791.6 Commitment No. C7 (EPIW) sum ***
A791.7 Commitment No. C8 (EPIW) sum ***
A791.8 Commitment No. C9 (EPIW) sum ***
A791.9 Commitment No. C10 (EPIW) sum ***
A791.10 Commitment No. C11 (EPIW) sum ***
A791.11 Commitment No. C12 (EPIW) sum ***
A791.12 Commitment No. C13 (EPIW) sum ***
A791.13 Commitment No. C14 (EPIW) sum ***
A791.14 Commitment No. C15 (EPIW) sum ***
A791.15 Commitment No. C16 (EPIW) sum ***
A791.16 Commitment No. C17 (EPIW) sum ***
A791.17 Commitment No. C18 (EPIW) sum ***
A791.18 Commitment No. C19 (EPIW) sum ***
A791.19 Commitment No. C20 (EPIW) sum ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSA1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSA1.2/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements
Lump Sum Breakdown A1 : General Items
Lump Sum Item LSA1.2 A1.2 : Specified Requirements
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Other Specified Requirements (Cont'd)
Committed Works (Cont'd)
A791.20 Commitment No. C21 (EPIW) sum ***
A791.21 Commitment No. C23 (EPIW) sum ***
A791.22 Commitment No. C24 (EPIW) sum ***
A791.23 Commitment No. C25 (EPIW) sum ***
A791.24 Commitment No. C26 (EPIW) sum ***
A791.25 Commitment No. C27 (EPIW) sum ***
A791.26 Commitment No. C28 (EPIW) sum ***
A791.27 Commitment No. C29 (EPIW) sum ***
A791.28 Commitment No. C30 (EPIW) sum ***
A792 Maintenance of tree identification sum ***
Contractor's Requirements
A810 Contractor's Design Costs sum ***
Supply, erect and remove on completion:-
A821 offices sum ***
A822 laboratories sum ***
A823 cabins sum ***
A824 stores and workshops sum ***
A825 canteens and messrooms sum ***
Supply, install and remove on completion:-
A831 electricity supply sum ***
A832 water supply sum ***
A833 Site communication facilities sum ***
A834 temporary drainage and sewage disposal sum ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSA1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.1 : 28 June 2002 LSA1.2/7 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements
Lump Sum Breakdown A1 : General Items
Lump Sum Item LSA1.2 A1.2 : Specified Requirements
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate charge
is required.
The unit of measurement for any Contractor's Other
Charges shall be "sum", with Quantity and Rate
columns entered with " N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSA1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSA1.2/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements
Lump Sum Breakdown A1 : General Items
Lump Sum Item LSA1.2 A1.2 : Specified Requirements
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSA1.2
: Specified Requirements
Page No. LSA1.2/1 ***
Page No. LSA1.2/2 ***
Page No. LSA1.2/3 ***
Page No. LSA1.2/4 ***
Page No. LSA1.2/5 ***
Page No. LSA1.2/6 ***
Page No. LSA1.2/7 ***
Page No. LSA1.2/8 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSA1.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSA1.2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements
Lump Sum Breakdown A1 : General Items
Lump Sum Item LSA1.3 A1.3 : Method-Related Charges
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
A399.1 sum
A399.2 sum
A399.3 sum
A399.4 sum
A399.5 sum
A399.6 sum
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSA1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSA1.3/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements
Lump Sum Breakdown A1 : General Items
Lump Sum Item LSA1.3 A1.3 : Method-Related Charges
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges(Cont'd)
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7 (Cont'd)
A399.7 sum
A399.8 sum
A399.9 sum
A399.10 sum
A399.11 sum
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSA1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSA1.3/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements
Lump Sum Breakdown A1 : General Items
Lump Sum Item LSA1.3 A1.3 : Method-Related Charges
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges(Cont'd)
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7 (Cont'd)
A399.12 sum
A399.13 sum
A399.14 sum
A399.15 sum
A399.16 sum
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSA1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSA1.3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre A : Preliminaries and General Requirements
Lump Sum Breakdown A1 : General Items
Lump Sum Item LSA1.3 A1.3 : Method-Related Charges
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSA1.3
: Method-Related Charges
Page No. LSA1.3/1 ***
Page No. LSA1.3/2 ***
Page No. LSA1.3/3 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSA1.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSA1.3/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇ : Instrumentation and Monitoring
Lump Sum Breakdown B1 : Site Clearance, Instrumentation and Monitoring
Lump Sum Item LSB1.1 B1.1: Site Clearance
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
DEMOLITION AND SITE CLEARANCE
D100 General Clearance ha *** *** ***
Other structures
Concrete
D521.1 Culvert C1 (in 1 nr.); volume: not exceeding 50m3 sum *** *** ***
D521.2 Culvert C2 (in 1 nr.); volume: not exceeding 50m3 sum *** *** ***
D521.3 Culvert C3 (in 1 nr.); volume: not exceeding 50m3 sum *** *** ***
D521.4 Culvert C4 (in 1 nr.); volume: not exceeding 50m3 sum *** *** ***
Metal
D542.1 Structure S1 (in 1 nr.); volume: 50 - 100m3;
including associated structure below water sum *** *** ***
D542.2 Structure S2 (in 1 nr.); volume: 50 - 100m3;
including associated structure below water sum *** *** ***
D542.3 Structure S3 (in 1 nr.); volume: 50 - 100m3;
including associated structure below water sum *** *** ***
D542.4 Structure S4 (in 1 nr.); volume: 50 - 100m3;
including associated structure below water sum *** *** ***
D542.5 Structure S5 (in 1 nr.); volume: 50 - 100m3;
including associated structure below water sum *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSB1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSB1.1/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇ : Instrumentation and Monitoring
Lump Sum Breakdown B1 : Site Clearance, Instrumentation and Monitoring
Lump Sum Item LSB1.1 B1.1: Site Clearance
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
DEMOLITION AND SITE CLEARANCE (CONT'D)
Other structures
Timber
D551.1 Footbridge F1 (in 1 nr); volume: not exceeding
50m3; including associated structures below water sum *** *** ***
D551.2 Footbridge F2 (in 1 nr); volume: not exceeding
50m3; including associated structures below water sum *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSB1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0: 26 April 2002 LSB1.1/2 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇ : Instrumentation and Monitoring
Lump Sum Breakdown B1 : Site Clearance, Instrumentation and Monitoring
Lump Sum Item LSB1.1 B1.1: Site Clearance
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate charge
is required.
The unit of measurement for any Contractor's Other
Charge shall be "sum", with Quantity and Rates of
Columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSB1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSB1.1/3 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇ : Instrumentation and Monitoring
Lump Sum Breakdown B1 : Site Clearance, Instrumentation and Monitoring
Lump Sum Item LSB1.1 B1.1: Site Clearance
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
Method Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSB1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSB1.1/4 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇ : Instrumentation and Monitoring
Lump Sum Breakdown B1 : Site Clearance, Instrumentation and Monitoring
Lump Sum Item LSB1.1 B1.1: Site Clearance
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSB1.1
: Site C1earance
Page No. LSB1.1/1 ***
Page No. LSB1.1/2 ***
Page No. LSB1.1/3 ***
Page No. LSB1.1/4 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSB1.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0: 26 April 2002 LSB1.1/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇ : Instrumentation and Monitoring
Lump Sum Breakdown B1 : Site Clearance, Instrumentation and Monitoring
Lump Sum Item LSB1.2 B1.2: Instrumentation and Monitoring
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GROUND INVESTIGATIONS Note: Rates are subject to %
Adjustment of -30.3494%
Samples
From boreholes
B429.1 76mm diameter Piston samples nr *** *** ***
B429.2 76mm diameter Mazier samples nr *** *** ***
B429.3 U100 samples in alluvial sand and gravel nr *** *** ***
Site tests and observations
B511 Falling head permeability test nr *** *** ***
B513 Standard penetration tests with liner samples nr *** *** ***
Site tests and observations with timber board
hoarding
B514.1 Cone penetration; maximum depth 5m nr *** *** ***
B514.2 Cone penetration; maximum depth 10m nr *** *** ***
B514.3 Cone penetration; maximum depth 15m nr *** *** ***
B514.4 Cone penetration; maximum depth 20m nr *** *** ***
B514. 5 Cone penetration; maximum depth 25m nr *** *** ***
Instrumental observations with timber board
hoarding
Pressure head
B612 Piezometers m *** *** ***
B613 Install covers nr *** *** ***
B614 Monitoring visit *** *** ***
B615 Reporting nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSB1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.2 : 28 October 2002 LSB1.2/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇ : Instrumentation and Monitoring
Lump Sum Breakdown B1 : Site Clearance, Instrumentation and Monitoring
Lump Sum Item LSB1.2 B1.2: Instrumentation and Monitoring
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GROUND INVESTIGATIONS (CONT'D) Note: Rates are subject to %
Adjustment of -30.3494%
Instrumental observations with timber board
hoarding (Cont'd)
Inclinometers
B621 Installations m *** *** ***
B624 Monitoring visit *** *** ***
B625 Reporting nr *** *** ***
Settlement gauges
B631 Installations nr *** *** ***
B634 Monitoring visit *** *** ***
B635 Reporting nr *** *** ***
Magnetic Extensometer
B661 Installations nr *** *** ***
B664 Monitoring visit *** *** ***
B665 Reporting nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSB1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.2 : 28 October 2002 LSB1.2/2 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇ : Instrumentation and Monitoring
Lump Sum Breakdown B1 : Site Clearance, Instrumentation and Monitoring
Lump Sum Item LSB1.2 B1.2: Instrumentation and Monitoring
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate charge
is required.
The unit of measurement for any Contractor's Other
Charge shall be "sum", with Quantity and Rates of
Columns entered with "N/A".
Fixed Sum adjustment to Cost Centre sum *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSB1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.1 : 28 October 2002 LSB1.2/3 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇ : Instrumentation and Monitoring
Lump Sum Breakdown B1 : Site Clearance, Instrumentation and Monitoring
Lump Sum Item LSB1.2 B1.2: Instrumentation and Monitoring
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
Method Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSB1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSB1.2/4 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇ : Instrumentation and Monitoring
Lump Sum Breakdown B1 : Site Clearance, Instrumentation and Monitoring
Lump Sum Item LSB1.2 B1.2: Instrumentation and Monitoring
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSB1.2
: Instrumentation and Monitoring
Page No. LSB1.2/1 ***
Page No. LSB1.2/2 ***
Page No. LSB1.2/3 ***
Page No. LSB1.2/4 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSB1.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.1 : 28 October 2002 LSB1.2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E1 : Station and Train Overrun Substructure
Lump Sum Item LSE1.1 E1.1 : Pile Caps and Tie Beans
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F220 Class: 20/20; concrete category C m3 *** *** ***
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of mass concrete
Blinding; concrete category C
F511 thickness not exceeding 150 mm m3 *** *** ***
Placing of reinforced concrete
Bases, footings, pile caps and ground slabs;
concrete category B
F624 thickness exceeding 500 mm m3 *** *** ***
Walls; concrete category B
F642 thickness 150-300 mm m3 *** *** ***
Tie beams; concrete category B
F664 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇.▇▇-▇ ▇▇ ▇▇ *** *** ***
F665 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇▇▇▇ ▇ ▇▇ ▇▇ *** *** ***
CONCRETE ANCILLARIES
Formwork finish: type F1
Vertical
G344 width 0.4-1.22 m m2 *** *** ***
G345 width exceeding 1.22 m m2 *** *** ***
Reinforcement
Deformed high yield steel bars to BS 4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
G526 nominal size 32 mm t *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSE1.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E1 : Station and Train Overrun Substructure
Lump Sum Item LSE1.1 E1.1 : Pile Caps and Tie Beans
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Reinforcement(Cont'd)
Deformed high yield steel bars to BS 4449
(Cont'd)
G527 nominal size 40 mm t *** *** ***
Special joints; threaded type proprietary
couplers with screw caps
G550.1 to 40 mm diameter deformed high yield steel bars nr *** *** ***
to BS 4449
G550.2 to 50 mm diameter deformed high yield steel bars nr *** *** ***
to BS 4449
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSE1.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E1 : Station and Train Overrun Substructure
Lump Sum Item LSE1.1 E1.1 : Pile Caps and Tie Beans
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate charge
is required.
The unit of measurement for any Contractor's Other
Charges shall be "sum", with Quantity and Rate
columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSE1.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E1 : Station and Train Overrun Substructure
Lump Sum Item LSE1.1 E1.1 : Pile Caps and Tie Beams
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSE1.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E1 : Station and Train Overrun Substructure
Lump Sum Item LSE1.1 E1.1 : Pile Caps and Tie Beams
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE1.1
: Pile Caps and Tie Beams
Page No. LSE1.1/1 ***
Page No. LSE1.1/2 ***
Page No. LSE1.1/3 ***
Page No. LSE1.1/4 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSE1.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSE1.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E1 : Station and Train Overrun Substructure
Lump Sum Item LSE1.2 E1.2 : Base Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
DEMOLITION AND SITE CLEARANCE
General clearance
D100 general clearance for Site ha *** *** ***
IN SITU CONCRETE
Provision of concrete designed mix
F220 Class: 20/20; concrete category C m3 *** *** ***
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of mass concrete
Blinding; concrete category C
F511 thickness not exceeding 150 mm m3 *** *** ***
Placing of reinforced concrete
Bases, footings, pile caps and ground slabs;
concrete category B
F622 thickness 150-300 mm m3 *** *** ***
F624 thickness exceeding 500 mm m3 *** *** ***
Walls; concrete category B
F642 thickness 150-300 mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish: type F2
Vertical
G342.1 width 0.1-0.2 m m *** *** ***
G344 width 0.4-1.22 m m2 *** *** ***
Formwork finish: type F4
Vertical
G342.2 width 0.1-0.2 m; to surface channels m *** *** ***
For voids
G371 small void depth not exceeding 0.5m nr *** *** ***
G372 small void depth 0.5-1 m nr *** *** ***
G373 small void depth 1-2 m nr *** *** ***
G375 large void depth not exceeding 0.5 m nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSE1.2/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E1 : Station and Train Overrun Substructure
Lump Sum Item LSE1.2 E1.2 : Base Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish: type F4(Cont'd)
Concrete components of constant cross-section
G384 surface channel inverts; semi-circular; 500 mm
wide x 150 mm deep (overall) m *** *** ***
CONCRETE ANCILLARIES
Reinforcement
Deformed high yield steel bars to BS 4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
G526 nominal size 32 mm t *** *** ***
G527 nominal size 40 mm t *** *** ***
G528 nominal size 50 mm or greater t *** *** ***
Movement joints
Open surface with and including; 20 mm thick
approved compressible joint filler
G622 average width 0.5-1 m m2 *** *** ***
Proprietary rubber backstop water bars with 20
mm wide centre expansion bulb
G654 width 330 mm m *** *** ***
G670 Sealed rebates or grooves; two part polymeric
sealant to BS 5212: 1990; 20 x 20 mm; resistant
to ultraviolet light and attack by fuel products m *** *** ***
Dowels; 20 mm diameter stainless steel bars
G682 sleeved; 400 mm long; cast into one side of
joint, other side with and including cast in PVC
sleeve or similar anti-corrosive material nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSE1.2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E1 : Station and Train Overrun Substructure
Lump Sum Item LSE1.2 E1.2 : Base Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Concrete accessories
Finishing of top surfaces
G813 class U2 finishes m2 *** *** ***
MISCELLANEOUS METALWORK
Miscellaneous framing
Miscellaneous framing; welded and bolted
connection
N161 angle section; 60 x 60 x 7 mm; fixing lugs with
fanged end; for ditch grating m *** *** ***
Other miscellaneous metalwork
N990 Ditch fittings; grating; cast iron; 500 mm
(maximum) unit length x 50 mm thick m *** *** ***
WATERPROOFING
Damp proofing
Waterproof sheeting; 0.3 mm thick polyethylene
damp proof sheet membrane
W131 upper surfaces inclined at an angle not
exceeding 30 degrees to the horizontal m2 *** *** ***
W136 surfaces of width not exceeding 300 mm; vertical m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSE1.2/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E1 : Station and Train Overrun Substructure
Lump Sum Item LSE1.2 E1.2 : Base Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate charge
is required.
The unit of measurement for any Contractor's Other
Charges shall be "sum", with Quantity and Rate
columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSE1.2/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E1 : Station and Train Overrun Substructure
Lump Sum Item LSE1.2 E1.2 : Base Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSE1.2/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E1 : Station and Train Overrun Substructure
Lump Sum Item LSE1.2 E1.2 : Base Slabs
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE1.2
: Base Slabs
Page No. LSE1.2/1 ***
Page No. LSE1.2/2 ***
Page No. LSE1.2/3 ***
Page No. LSE1.2/4 ***
Page No. LSE1.2/5 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSE1.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSE1.2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E1 : Station and Train Overrun Substructure
Lump Sum Item LSE1.3 E1.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Ductile spun iron pipe to BS 4772; spigot and
socket joints; cement mortar lining
Nominal bore; 100 mm
I311 not in trenches; downpipes cast in concrete slabs
and beams; as Drawing nr. LCC300/31/C10/004 m *** *** ***
I312.1 in trenches depth not exceeding 1.5 m; downpipes
to manholes or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I312.2 in trenches depth not exceeding 1.5 m; gully
connections m *** *** ***
I312.3 in trenches depth not exceeding 1.5 m; between
manholes and/or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I313.1 in trenches depth 1.5-2 m; between manholes
and/or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I314 .1 in trenches depth 2-2.5 m; between manholes
and/or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I315.1 in trenches depth 2.5-3 m; between manholes
and/or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I316.1 in trenches depth 3-3.5 m; between manholes
and/or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I317.1 in trenches depth 3.5-4 m; between manholes
and/or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I318.1 in trenches depth 4-4.5 m; between manholes
and/or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I318.2 in trenches depth 4.5-5 m; between manholes
and/or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSE1.3/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E1 : Station and Train Overrun Substructure
Lump Sum Item LSE1.3 E1.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Ductile spun iron Pipe to BS 4772; spigot and
socket joints; cement mortar lining (Cont'd)
Nominal bore; 125 mm
I312.4 in trenches depth not exceeding 1.5 m; downpipes
to manholes or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I312.5 in trenches depth not exceeding 1.5 m; between
manholes and/or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I313.2 in trenches depth 1.5-2 m; between manholes
and/or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I314.2 in trenches depth 2-2.5 m; between manholes
and/or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I315.2 in trenches depth 2.5-3 m; between manholes
and/or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
Nominal bore; 150 mm
I312.6 in trenches depth not exceeding 1.5 m; downpipes
to manholes or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I312.7 in trenches depth not exceeding 1.5 m; between
manholes and/or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSE1.3/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E1 : Station and Train Overrun Substructure
Lump Sum Item LSE1.3 E1.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Ductile spun iron pipe to BS 4772; spigot and
socket joints; cement mortar lining (Cont'd)
Nominal bore; 150 mm(Cont'd)
I313.3 in trenches depth 1.5-2 m; between manholes
and/or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I314.3 in trenches depth 2-2.5 m; between manholes
and/or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I315.3 in trenches depth 2.5-3 m; between manholes
and/or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I316.2 in trenches depth 3-3.5 m; between manholes
and/or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I317.2 in trenches depth 3.5-4 m; between manholes
and/or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I318.3 in trenches depth 4-4.5 m; between manholes
and/or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I318.4 in trenches depth 4.5-5 m; between manholes
and/or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
Nominal bore; 200 mm
I312.8 in trenches depth not exceeding 1.5 m; downpipes
to manholes or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I312 .9 in trenches depth not exceeding 1.5 m; between
manholes and/or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I313 .4 in trenches depth 1.5-2 m; between manholes
and/or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I314.4 in trenches depth 2-2.5 m; between manholes
and/or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I315.4 in trenches depth 2.5-3 m; between manholes
and/or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I316.3 in trenches depth 3-3.5 m; between manholes
and/or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSE1.3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown El : Station and Train Overrun Substructure
Lump Sum Item LSE1.3 El.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Ductile spun iron pipe to BS 4772;
spigot and socket joints; cement
mortar lining (Cont'd)
Nominal bore; 200 mm(Cont'd)
I317.3 in trenches depth 3.5-4 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I318.5 in trenches depth 4-4.5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I318.6 in trenches depth 4.5-5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
Steel pipes; to BS 1387, medium
grade; galvanized to BS 729;
screwed Joints
Nominal bore; 50 mm
I412.1 in trenches depth not exceeding
1.5 m; vent for underground
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
Nominal bore; 80 mm
I412.2 in trenches depth not exceeding
1.5 m; vent for underground
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
High density polyethylene pipes
Nominal bore 110 mm
I711.1 not in trenches; downpipes cast
in concrete slabs and beams; as
Drawing nr. LCC300/31/C10/004 m *** *** ***
Nominal bore 125 mm
I712 in trenches depth not exceeding
1.5 m; downpipes to manholes or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I711.2 not in trenches; downpipes cast
in concrete slabs and beams; as
Drawing nr. LCC300/31/C10/004 m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE1.3 ***
----------
[STAMP]
Rev.0 : 26 April 2002 LSE1.3/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E1 : Station and Train Overrun Substructure
Lump Sum Item LSE1.3 E1.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PIPEWORK - FITTINGS AND VALVES
Ductile spun iron pipe to BS 4772; spigot and
socket joints: cement mortar lining
Bends
J311.1 nominal bore; 100 mm nr *** *** ***
J311.2 nominal bore; 150 mm nr *** *** ***
J311.3 nominal bore; 200 mm nr *** *** ***
Bends; not in trenches
J311.4 nominal bore; 100 mm nr *** *** ***
Steel pipes; to BS 1387, medium grade;
galvanized to BS 729; screwed joints
Bends
J311.5 nominal bore; 50 mm nr *** *** ***
J311.6 nominal bore; 80 mm nr *** *** ***
Junctions and branches
J321.1 nominal bore; 50 mm nr *** *** ***
J321.2 nominal bore; 80 mm nr *** *** ***
High density polyethylene pipe fittings
Bends; not in trenches
J611.1 nominal bore 110 mm nr *** *** ***
J611.2 nominal bore 125 mm nr *** *** ***
PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES
Manholes
In situ concrete; type A; complete with cement
and sand rendering; as D.S.D. Standard Drawing
nr. DS 1001
K131 depth not exceeding 1.5 m; light duty double
seal cast iron cover to BS 1452 Grade 150; as
D.S.D. Standard Drawing nr. DS 1037 nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSE1.3/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E1 : Station and Train Overrun Substructure
Lump Sum Item LSE1.3 E1.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES
Catch basins
In situ concrete; chamber size 550 x 550 mm;
complete with cement and sand rendering; as
D.S.D. Standard Drawing nr. DS 1003
K231.1 depth not exceeding 1.5 m; medium duty cast iron
cover as D.S.D. Standard Drawing nr. DS 1033 nr *** *** ***
Petrol interceptors
In situ concrete
K231.2 depth not exceeding 1.5 m; single seal air-tight
cast iron covers for vehicular traffic nr *** *** ***
Neutralising sumps
In situ concrete; complete with chemical
resistant lining and ph-value monitor and
sensor; as Drawing nr. LCC300/31/C10/005
K231.3 depth not exceeding 1.5 m; single seal air-tight
cast iron covers for vehicular traffic nr *** *** ***
oi1/water separators
In situ concrete; as Drawing nr.
LCC300/31/C10/005
K231.4 depth not exceeding 1.5 m; single seal air-tight
cast iron covers for vehicular traffic nr *** *** ***
Gullies
K340 In situ concrete trapped nr *** *** ***
K390.1 Cast iron trapped; removable cast iron cover;
with concrete bedding and surround; as Drawing
nr. LCC300/31/C10/001; 100 mm outlet diameter nr *** *** ***
Floor drains
K390.2 Cast iron trapped; flat grating; cast in
structural slab; 100 mm outlet diameter nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSE1.3/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E1 : Station and Train Overrun Substructure
Lump Sum Item LSE1.3 E1.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PIPEWORK - SUPPORTS AND
PROTECTION, ANCILLARIES TO LAYING AND EXCAVATION
Surrounds
Mass concrete; grade III
L541 nominal bore not exceeding 200 mm; bed depth 150
mm; as Drawing nr. LCC300/31/C10/001 m *** *** ***
Reinforced concrete; grade 20P/20; reinforced with
steel bars to BS 4449; as Drawing nr.
LCC300/31/S01/023
L551.1 nominal bore not exceeding 200 mm; bed depth 150
mm; invert depth not exceeding 1.5 m m *** *** ***
L551.2 nominal bore not exceeding 200 mm; bed depth 150
mm; invert depth 1.5-2 m m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSE1.3/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E1 : Station and Train Overrun Substructure
Lump Sum Item LSE1.3 E1.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate charge
is required.
The unit of measurement for any Contractor's Other
Charges shall be "sum", with Quantity and Rate
columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSE1.3/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E1 : Station and Train Overrun Substructure
Lump Sum Item LSE1.3 E1.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSE1.3/9 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E1 : Station and Train Overrun Substructure
Lump Sum Item LSE1.3 E1.3 : Underground Drainage
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE1.3: Underground
Drainage
Page No. LSE1.3/1 ***
Page No. LSE1.3/2 ***
Page No. LSE1.3/3 ***
Page No. LSE1.3/4 ***
Page No. LSE1.3/5 ***
Page No. LSE1.3/6 ***
Page No. LSE1.3/7 ***
Page No. LSE1.3/8 ***
Page No. LSE1.3/9 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSE1.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions
[STAMP]
Rev.0 : 26 April 2002 LSE1.3/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E2 : Immigration Substructure
Lump Sum Item LSE2.1 E2.1 : Pile Caps and Tie Beams
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F220 Class: 20/20; concrete category C m3 *** *** ***
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of mass concrete
Blinding; concrete category C
F511 thickness not exceeding 150 mm m3 *** *** ***
Placing of reinforced concrete
Bases, footings, pile caps and
ground slabs; concrete category B
F624 thickness exceeding 500 mm m3 *** *** ***
Tie beams; concrete category B
F664 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇.▇▇-▇ ▇▇ ▇▇ *** *** ***
F665 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇▇▇▇
▇ ▇▇ ▇▇ *** *** ***
CONCRETE ANCILLARIES
Formwork finish: type F1
Vertical
G344 width 0.4-1.22 m m2 *** *** ***
G345 width exceeding 1.22 m m2 *** *** ***
Reinforcement
Deformed high yield steel bars to BS
4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
G526 nominal size 32 mm t *** *** ***
G527 nominal size 40 mm t *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE2.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E2 : Immigration Substructure
Lump Sum Item LSE2.1 E2.1 : Pile Caps and Tie Beams
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or obligation
or thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately
itemised in this Lump Sum Breakdown and
for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE2.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E2 : Immigration Substructure
Lump Sum Item LSE2.1 E2.1 : Pile Caps and Tie Beams
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE2.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E2 : Immigration Substructure
Lump Sum Item LSE2.1 E2.1 : Pile Caps and Tie Beams
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE2.1
: Pile Caps and Tie Beams
Page No. LSE2.1/1 ***
Page No. LSE2.1/2 ***
Page No. LSE2.1/3 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSE2.1 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE2.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E2 : Immigration Substructure
Lump Sum Item LSE2.2 E2.2 : Base Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
DEMOLITION AND SITE CLEARANCE
General clearance
D100 general clearance for Site ha *** *** ***
IN SITU CONCRETE
Provision of concrete designed mix
F220 Class: 20/20; concrete category C m3 *** *** ***
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of mass concrete
Blinding; concrete category C
F511 thickness not exceeding 150 mm m3 *** *** ***
Placing of reinforced concrete
Bases, footings, pile caps and
ground slabs; concrete category B
F622 thickness 150-300 mm m3 *** *** ***
F624 thickness exceeding 500 mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish: type F2
Vertical
G344 width 0.4-1.22 m m2 *** *** ***
G345 width exceeding 1.22 m m2 *** *** ***
Formwork finish: type F4
Vertical
G342 width 0.1-0.2 m; to surface channels m *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE2.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE2.2/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E2 : Immigration Substructure
Lump Sum Item LSE2.2 E2.2 : Base Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish: type F4
For voids
G371 small void depth not exceeding 0.5 m nr *** *** ***
G372 small void depth 0.5-1 m nr *** *** ***
G373 small void depth 1-2 m nr *** *** ***
G375 large void depth not exceeding 0.5 m nr *** *** ***
Concrete components of constant
cross-section
G384 surface channel inverts;
semi-circular; 500 mm wide x
150 mm deep (overall) m *** *** ***
Reinforcement
Deformed high yield steel bars to BS
4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
G526 nominal size 32 mm t *** *** ***
G527 nominal size 40 mm t *** *** ***
G528 nominal size 50 mm or greater t *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE2.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE2.2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E2 : Immigration Substructure
Lump Sum Item LSE2.2 E2.2 : Base Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Reinforcement (Cont'd)
Special joints; threaded type proprietary
couplers with screw caps
G550.1 to 20 mm diameter deformed high
yield steel bars to BS 4449 nr *** *** ***
G550.2 to 25 mm diameter deformed high
yield steel bars to BS 4449 nr *** *** ***
G550.3 to 32 mm diameter deformed high
yield steel bars to BS 4449 nr *** *** ***
G550.4 to 40 mm diameter deformed high
yield steel bars to BS 4449 nr *** *** ***
Joints
Open surface plain
G611 average width not exceeding 0.5 m m2 *** *** ***
Open surface with and including;
20 mm thick approved compressible
joint filler
G622 average width 0.5-1 m m2 *** *** ***
Proprietary rubber backstop water bars
G653 average width 200-300 mm m *** *** ***
Proprietary rubber backstop water
bars with 20 mm wide centre
expansion bulb
G654 width 330 mm m *** *** ***
G670.1 Sealed rebates or grooves; two
part polymeric sealant to BS 5212:
1990; 20 x 20 mm; resistant to
ultraviolet light and attack by
fuel products m *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE2.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE2.2/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E2 : Immigration Substructure
Lump Sum Item LSE2.2 E2.2 : Base Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Joints(Cont'd)
G670.2 Sealed rebates or grooves; 15 x
20 mm deep approved flexible joint
sealant m *** *** ***
G670.3 Sealed rebates or grooves; 25 mm x
6 mm hydrophilic sealing strip in
preformed chase m *** *** ***
Dowels; 20 mm diameter stainless
steel bars
G682 sleeved; 400 mm long; cast into
one side of joint, other side
with and including cast in PVC
sleeve or similar anti-corrosive material nr *** *** ***
Concrete accessories
Finishing of top surfaces
G813 class U2 finishes m2 *** *** ***
MISCELLANEOUS METALWORK
Miscel1aneous framing
Miscellaneous framing; welded and
bolted connection
N161 angle section; 60 x 60 x 7 mm;
fixing lugs with fanged end;
for ditch grating m *** *** ***
Other miscellaneous metalwork
N990 Ditch fittings; grating; cast
iron; 500 mm (maximum) unit length
x 50 mm thick m *** *** ***
WATERPROOFING
Damp proofing
Waterproof sheeting; 0.3 mm thick
polyethylene damp proof sheet
membrane
W131 upper surfaces inclined at an
angle not exceeding 30 degrees
to the horizontal m2 *** *** ***
W136 surfaces of width not exceeding
300 mm; vertical m *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE2.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE2.2/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E2 : Immigration Substructure
Lump Sum Item LSE2.2 E2.2 : Base Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or obligation
or thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately
itemised in this Lump Sum Breakdown and
for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE2.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE2.2/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E2 : Immigration Substructure
Lump Sum Item LSE2.2 E2.2 : Base Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE2.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE2.2/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E2 : Immigration Substructure
Lump Sum Item LSE2. 2 E2.2 : Base Slabs
ITEM DESCRIPTION AMOUNT HK$
-------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE2.2
: Base Slabs
Page No. LSE2.2/1 ***
Page No. LSE2.2/2 ***
Page No. LSE2.2/3 ***
Page No. LSE2.2/4 ***
Page No. LSE2.2/5 ***
Page No. LSE2.2/6 ***
-------------------------------------------------------------------------------
Total of Lump Sum Item LSE2.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE2.2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E2 : Immigration Substructure
Lump Sum Item LSE2.3 E2.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Ductile spun iron pipe to BS 4772:
spigot and socket joints; cement
mortar lining
Nominal bore; 100 mm
I311 not in trenches; downpipes cast
in concrete slabs and beams; as
Drawing nr. LCC300/31/C10/004 m *** *** ***
I312.1 in trenches depth not exceeding
1.5 m; downpipes to manholes or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I312.2 in trenches depth not exceeding
1.5 m; gully connections m *** *** ***
I312.3 in trenches depth not exceeding
1.5 m; between manholes and/or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I313.1 in trenches depth 1.5-2 m;
downpipes to manholes or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I313.2 in trenches depth 1.5-2 m;
gully connections m *** *** ***
I313.3 in trenches depth 1.5-2 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I314.1 in trenches depth 2-2.5 m;
downpipes to manholes or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I314.2 in trenches depth 2-2.5 m;
gully connections m *** *** ***
I314.3 in trenches depth 2-2.5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I315.1 in trenches depth 2.5-3 m;
downpipes to manholes or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE2.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE2.3/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E2 : Immigration Substructure
Lump Sum Item LSE2.3 E2.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Ductile spun iron pipe to BS 4772;
spigot and socket joints; cement
mortar lining(Cont'd)
Nominal bore; 100 mm(Cont'd)
I315.2 in trenches depth 2.5-3 m;
gully connections m *** *** ***
I315.3 in trenches depth 2.5-3 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I316.1 in trenches depth 3-3.5 m;
downpipes to manholes or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I316.2 in trenches depth 3-3.5 m;
gully connections m *** *** ***
I316.3 in trenches depth 3-3.5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I317.1 in trenches depth 3.5-4 m;
downpipes to manholes or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I317.2 in trenches depth 3.5-4 m;
gully connections m *** *** ***
I317.3 in trenches depth 3.5-4 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I318.1 in trenches depth 4-4.5 m;
downpipes to manholes or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I318.2 in trenches depth 4-4.5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
Nominal bore; 125 mm
I312.4 in trenches depth not exceeding
1.5 m; between manholes and/or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I313.4 in trenches depth 1.5-2 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I314.4 in trenches depth 2-2.5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE2.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE2.3/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E2 : Immigration Substructure
Lump Sum Item LSE2.3 E2.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
PIPEWORK- PIPES
Ductile spun iron pipe to BS 4772;
spigot and socket joints: cement mortar
lining (Cont'd)
Nominal bore; 150 mm
I312.5 in trenches depth not exceeding
1.5 m; downpipes to manholes or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I312.6 in trenches depth not exceeding
1.5 m; gully connections m *** *** ***
I312.7 in trenches depth not exceeding
1.5 m; between manholes and/or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I313.5 in trenches depth 1.5-2 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
Steel pipes; to BS 1387 medium grade;
galvanised to BS 729; screwed joints
Nominal bore; 50 mm
I412.1 in trenches depth not exceeding
1.5 m; vent for underground
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
Nominal bore; 80 mm
I412.2 in trenches depth not exceeding
1.5 m; vent for underground
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE2.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE2.3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E2 : Immigration Substructure
Lump Sum Item LSE2.3 E2.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
High density polyethylene pipes
Nominal bore 110 mm
I711.1 not in trenches; downpipes cast
in concrete slabs and beams; as
Drawing nr. LCC300/31/C10/004 m *** *** ***
Nominal bore 125 mm
I711.2 not in trenches; downpipes cast
in concrete slabs and beams; as
Drawing nr. LCC300/31/C10/004 m *** *** ***
I712.1 in trenches depth not exceeding
1.5 m; downpipes to manholes or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
Nominal bore 150 mm
I711.3 not in trenches; downpipes cast
in concrete slabs and beams; as
Drawing nr. LCC300/31/C10/004 m *** *** ***
I712.2 in trenches depth not exceeding
1.5 m; downpipes to manholes or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
PIPEWORK - FITTINGS AND VALVES
Ductile spun iron pipe to BS 4772;
spigot and socket joints; cement lining
Bends
J311.1 nominal bore; 100 mm nr *** *** ***
J311.2 nominal bore; 150 mm nr *** *** ***
Bends; not in trenches
J311.3 nominal bore; 100 mm nr *** *** ***
Steel pipes; to BS 1387, medium grade;
galvanized to BS 729; screwed Joints
Bends
J311.4 nominal bore; 50 mm nr *** *** ***
J311.5 nominal bore; 80 mm nr *** *** ***
Junctions and branches
J321.1 nominal bore; 50 mm nr *** *** ***
J321.2 nominal bore; 80 mm nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE2.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE2.3/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E2 : Immigration Substructure
Lump Sum Item LSE2.3 E2.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
PIPEWORK - FITTINGS AND VALVES
High density polyethylene fittings
Bends
J611.1 nominal bore 125 mm nr *** *** ***
Bends; not in trenches
J611.2 nominal bore 110 mm nr *** *** ***
J611.3 nominal bore 125 mm nr *** *** ***
J611.4 nominal bore 150 mm nr *** *** ***
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Manholes
In situ concrete; type A; complete with
cement and sand rendering; as D.S.D.
Standard Drawing nr. DS 1001
K131.1 depth not exceeding 1.5 m;
light duty double seal cast
iron cover to BS 1452 Grade
150; as D.S.D. Standard Drawing
nr. DS 1037 nr *** *** ***
In situ concrete; type C; as D.S.D.
Standard Drawing nr. DS 1003
K131.2 depth not exceeding 1.5 m;
medium duty cast iron cover as
D.S.D. Standard Drawing nr. DS
1033 nr *** *** ***
Catch basins
In situ concrete; chamber size 550
x 550 mm; complete with cement and
sand rendering; as D.S.D. Standard
Drawing nr. DS 1003
K231.1 depth not exceeding 1.5 m;
medium duty cast iron cover as
D.S.D. Standard Drawing nr. DS
1033 nr *** *** ***
Petrol interceptors
In situ concrete
K231.2 depth not exceeding 1.5 m;
single seal air-tight cast iron
covers for vehicular traffic nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE2.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE2.3/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E2 : Immigration Substructure
Lump Sum Item LSE2.3 E2.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Grease traps
In situ concrete
K231.3 depth not exceeding 1.5 m nr *** *** ***
Gullies
K340 In situ concrete trapped nr *** *** ***
K390.1 Cast iron trapped; removable cast
iron cover; with concrete bedding
and surround; as Drawing nr.
LCC300/31/C10/001; 100 mm outlet
diameter nr *** *** ***
Floor drains
K390.2 Cast iron trapped; flat grating;
cast in structural slab; 100 mm
outlet diameter nr *** *** ***
PIPEWORK - SUPPORTS AND PROTECTION.
ANCILLARIES TO LAYING AND EXCAVATION
Surrounds
Mass concrete; grade III
L541 nominal bore not exceeding 200
mm; bed depth 150 mm; as
Drawing nr. LCC300/31/C10/001 m *** *** ***
Reinforced concrete; grade 20P/20;
reinforced with steel bars to BS 4449;
as Drawing nr. LCC300/31/S01/023
L551.1 nominal bore not exceeding 200
mm; bed depth 150 mm; invert
depth not exceeding 1.5 m m *** *** ***
L551.2 nominal bore not exceeding 200
mm; bed depth 150 mm; invert
depth 1.5-2 m m *** *** ***
L551.3 nominal bore not exceeding 200
mm; bed depth 150 mm; invert
depth 2-2.5 m m *** *** ***
L551.4 nominal bore not exceeding 200
mm; bed depth 150 mm; invert
depth 2.5-3 m m *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE2.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE2.3/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E2 : Immigration Substructure
Lump Sum Item LSE2.3 E2.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or obligation
or thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately
itemised in this Lump Sum Breakdown and
for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE2.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE2.3/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E2 : Immigration Substructure
Lump Sum Item LSE2.3 E2.3 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE2.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE2.3/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E2 : Immigration Substructure
Lump Sum Item LSE2.3 E2.3 : Underground Drainage
ITEM DESCRIPTION AMOUNT HK$
-------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE2.3
: Underground Drainage
Page No. LSE2.3/1 ***
Page No. LSE2.3/2 ***
Page No. LSE2.3/3 ***
Page No. LSE2.3/4 ***
Page No. LSE2.3/5 ***
Page No. LSE2.3/6 ***
Page No. LSE2.3/7 ***
Page No. LSE2.3/8 ***
-------------------------------------------------------------------------------
Total of Lump Sum Item LSE2.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE2.3/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
Lump Sum Item LSE3.1 E3.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Columns; concrete category B
F654 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇.▇▇-▇ ▇▇ ▇▇ *** *** ***
F655 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇▇▇▇ ▇ ▇▇ ▇▇ *** *** ***
CONCRETE ANCILLARIES
Formwork finish: type F4
Concrete components of constant
cross-section
G382.1 columns; 600 x 2000 mm (overall) m *** *** ***
G382.2 columns; 900 x 1350 mm m *** *** ***
G382.3 columns; 1000 x 1000 mm (overall) m *** *** ***
G382.4 columns; 1000 x 1500 mm (overall) m *** *** ***
G382.5 columns; 1000 x 2500 mm (overall) m *** *** ***
G382.6 columns; 1000 mm diameter m *** *** ***
Reinforcement
Deformed high yield steel bars to BS
4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
G526 nominal size 32 mm t *** *** ***
G527 nominal size 40 mm t *** *** ***
G528 nominal size 50 mm or greater t *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE3.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
Lump Sum Item LSE3.1 E3.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Joints
Formed surface with and including 50 mm
thick polystyrene board joint filler
with two hour fire rating protection
G641 average width not exceeding 0.5 m m2 *** *** ***
G670 Sealed rebates or grooves; 50 mm
wide approved sealant on backing
rod with two hour fire rating
protection m *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE3.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
Lump Sum Item LSE3.1 E3.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or obligation
or thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately
itemised in this Lump Sum Breakdown and
for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE3.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
Lump Sum Item LSE3.1 E3.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE3.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
Lump Sum Item LSE3.1 E3.1 : Columns
ITEM DESCRIPTION AMOUNT HK$
-------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE3.1
: Columns
Page No. LSE3.1/1 ***
Page No. LSE3.1/2 ***
Page No. LSE3.1/3 ***
Page No. LSE3.1/4 ***
-------------------------------------------------------------------------------
Total of Lump Sum Item LSE3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE3.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
Lump Sum Item LSE3.2 E3.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Suspended slabs; concrete category B
F631 thickness not exceeding 150 mm m3 *** *** ***
F632 thickness 150-300 mm m3 *** *** ***
F633 thickness 300-500 mm m3 *** *** ***
F634 thickness exceeding 500 mm m3 *** *** ***
Beams; concrete category B
F664 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇.▇▇-▇ ▇▇ ▇▇ *** *** ***
CONCRETE ANCILLARIES
Formwork finish: type F4
Horizontal
G315 width exceeding 1.22 m m2 *** *** ***
Vertical
G343 width 0.2-0.4 m m2 *** *** ***
Concrete components of constant
cross-section
G381.1 beams; 200 x 500 mm deep;
integral with 200 mm thick slab m *** *** ***
G381.2 beams; 400 x 600 mm deep;
integral with 225 mm thick slab m *** *** ***
G381.3 beams; 400 x 750 mm deep;
integral with 200 mm thick slab m *** *** ***
G381.4 beams; 400 x 900 mm deep;
integral with 200 mm thick slab m *** *** ***
G381.5 beams; 400 x 900 mm deep;
integral with 225 mm thick slab m *** *** ***
G381.6 beams; 500 x 900 mm deep;
integral with 200 mm thick slab m *** *** ***
G381.7 edge beams; 600 x 600 mm deep;
integral with 225 mm thick slab m *** *** ***
G381.8 beams; 650 x 900 mm deep;
integral with 200 mm thick slab m *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE3.2/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
Lump Sum Item LSE3.2 E3.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish; type F4(Cont'd)
Concrete components of constant
cross-section(Cont'd)
G381.9 beams; 700 x 900 mm deep;
integral with 200 mm thick slab m *** *** ***
G381.10 beams; 900 x 600 mm deep;
integral with 200 mm thick slab m *** *** ***
G381.11 beams; 900 x 600 mm deep;
integral with 225 mm thick slab m *** *** ***
G381.12 beams; 900 x 750 mm deep;
integral with 200 mm thick slab m *** *** ***
G381.13 beams; 1100 x 900 mm deep m *** *** ***
G381.14 beams; 1100 x 900 mm deep;
integral with 200 mm thick slab m *** *** ***
G381.15 beams; 1100 x 900 mm deep;
integral with 250 mm thick slab m *** *** ***
G381.16 beams; 1175 x 900 mm deep;
integral with 200 mm thick slab m *** *** ***
G381.17 beams; 1175 x 900 mm deep;
integral with 250 mm thick slab m *** *** ***
G381.18 beams; 1350 x 900 mm deep;
integral with 200 mm thick slab m *** *** ***
G381.19 beams; 1500 x 900 mm deep;
integral with 200 mm thick slab m *** *** ***
Reinforcement
Deformed high yield steel bars to BS
4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
G526 nominal size 32 mm t *** *** ***
G527 nominal size 40 mm t *** *** ***
G528 nominal size 50 mm or greater t *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE3.2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
Lump Sum Item LSE3.2 E3.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Reinforcement(Cont'd)
Steel fabric to BS 4483
G566 nominal mass 6-7 kg/m2; fabric
reference A393 m2 *** *** ***
Joints
Formed surface with and including 50 mm
thick polystyrene board joint filler
with two hour fire rating protection
G641 average width not exceeding 0.5 m m2 *** *** ***
G670 Sealed rebates or grooves; 50 mm
wide approved sealant on backing
rod with two hour fire rating
protection m *** *** ***
Concrete accessories
Finishing of top surfaces
?813 class U2 finishes m2 *** *** ***
MISCELLANEOUS METALWORK
Galvanized steel
"Bondek II" profiled sheeting or
products having equivalent functions or
performance; 0.75 mm thick; with 55 mm
overall high embossed dovetail ribs and
28 mm wide flutes
N170 under suspended concrete slabs m2 *** *** ***
Proprietary slab edge form
N199 to edges of 125 thick concrete
slabs m *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE3.2/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
Lump Sum Item LSE3.2 E3.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or obligation
or thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately
itemised in this Lump Sum Breakdown and
for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE3.2/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
Lump Sum Item LSE3.2 E3.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE3.2/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
Lump Sum Item LSE3.2 E3.2 : Suspended Beams and Slabs
ITEM DESCRIPTION AMOUNT HK$
-------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE3.2
: Suspended Beams and Slabs
Page No. LSE3.2/1 ***
Page No. LSE3.2/2 ***
Page No. LSE3.2/3 ***
Page No. LSE3.2/4 ***
Page No. LSE3.2/5 ***
-------------------------------------------------------------------------------
Total of Lump Sum Item LSE3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE3.2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
Lump Sum Item LSE3.3 E3.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Walls; concrete category B
F642 thickness 150-300 mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F5
Horizontal
G312 width 0.1-0.2 m m *** *** ***
Vertical
G342 width 0.1-0.2 m m *** *** ***
G343 width 0.2-0.4 m m2 *** *** ***
G344 width 0.4-1.22 m m2 *** *** ***
G345 width exceeding 1.22 m m2 *** *** ***
Concrete components of constant
cross-section
G386.1 intrusions; 25 (overall) x 20 mm deep m *** *** ***
G386.2 intrusions; 25 x 30 mm deep (overall) m *** *** ***
G386.3 intrusions; 100 (overall) x 20 mm deep m *** *** ***
G386.4 intrusions; 100 x 30 mm deep (overall) m *** *** ***
Reinforcement
Deformed high yield steel bars to BS
4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE3.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE3.3/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
Lump Sum Item LSE3.3 E3.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Joints
Formed surface plain
G631 average width not exceeding 0.5 m m2 *** *** ***
Formed surface with and including 20 mm
thick polystyrene board joint filler
with two hour fire rating protection
G641.1 average width not exceeding 0.5 m m2 *** *** ***
Formed surface with and including 30 mm
thick polystyrene board joint filler
with two hour fire rating protection
G641.2 average width not exceeding 0.5 m m2 *** *** ***
Formed surface with and including 40 mm
thick polystyrene board joint filler
with two hour fire rating protection
G641.3 average width not exceeding 0.5 m m2 *** *** ***
G670.1 Sealed rebates or grooves; 20 mm wide
approved joint sealant on backing rod
with two hour fire rating protection m *** *** ***
G670.2 Sealed rebates or grooves; 30 mm
wide approved joint sealant on
backing rod with two hour fire
rating protection m *** *** ***
G670.3 Sealed rebates or grooves; 40 mm
wide approved joint sealant on
backing rod with two hour fire
rating protection m *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE3.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE3.3/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
Lump Sum Item LSE3.3 E3.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Joints
Dowels; 16 mm diameter mild steel bars
to BS 4449
G682.1 sleeved; 400 mm long; cast into
one side of joint, other side
with and including 200 mm long
cast in plastic sleeve nr *** *** ***
Dowels; 20 mm diameter deformed high
yield steel bars to BS 4449
G682.2 sleeved; 640 mm long; cast into
one side of joint, other side
with and including 300 mm long
cast in plastic sleeve nr *** *** ***
Dowels; 25 mm diameter deformed high
yield steel bars to BS 4449
G682.3 sleeved; 640 mm long; cast into
one side of joint, other side
with and including 300 mm long
cast in plastic sleeve nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE3.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE3.3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
Lump Sum Item LSE3.3 E3.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or obligation
or thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately
itemised in this Lump Sum Breakdown and
for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE3.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE3.3/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
Lump Sum Item LSE3.3 E3.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE3.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE3.3/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
Lump Sum Item LSE3.3 E3.3 : Walls
ITEM DESCRIPTION AMOUNT HK$
-------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE3.3
: Walls
Page No. LSE3.3/1 ***
Page No. LSE3.3/2 ***
Page No. LSE3.3/3 ***
Page No. LSE3.3/4 ***
Page No. LSE3.3/5 ***
-------------------------------------------------------------------------------
Total of Lump Sum Item LSE3.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE3.3/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
Lump Sum Item LSE3.4 E3.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of members for glazed wall
supports at Ground Level Grid Q; weldable
structural steel Grade 43A to B5 4360
Columns; 250 x 150 x 6.3 mm thick
rectangular hollow sections
M311 straight on plan t *** *** ***
M380.1 Anchorages and holding down bolt
assemblies; comprising 2 nr. 16 mm
diameter x 200 mm long Grade 4.6 bolts,
350 x 270 x 20 mm thick base plate and
4 nr. 60 x 60 x 10 mm thick plate
washers nr *** *** ***
M380.2 Anchorages and holding down bolt
assemblies; comprising 4 nr. 16 mm
diameter x 200 mm long Grade 4.6 bolts,
450 x 200 x 20 mm thick plate and 8 nr.
60 x 60 x 10 mm thick plate washers nr *** *** ***
Plates; 250 x 150 x 10 mm thick
M391.1 straight on plan t *** *** ***
Fabrication of members for frames;
weldable structural steel Grade 43A to BS
4360
Beams; 203 x 133 mm x 25 kg/m universal
beams
M321.1 straight on plan t *** *** ***
Beams; 305 x 165 mm x 40 kg/m universal
beams
M321.2 straight on plan t *** *** ***
Beams; 305 x 165 mm x 46 kg/m universal
beams
M321.3 straight on plan t *** *** ***
Beams; 406 x 178 mm x 54 kg/m universal
beams
M321.4 straight on plan t *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE3.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE3.4/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
Lump Sum Item LSE3.4 E3.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of members for frames;
weldable structural steel Grade 43A to
BS 4360(Cont'd)
Beams; 406 x 178 mm x 74 kg/m universal
beams
M321.5 straight on plan t *** *** ***
Beams; 610 x 229 mm x 140 kg/m
universal beams
M321.6 straight on plan t *** *** ***
Beams; 127 x 64 mm channels
M321.7 straight on plan t *** *** ***
Beams; 70 x 70 x 6 mm thick angles
M321.8 straight on plan t *** *** ***
Fabrication of members for frames;
weldable structural steel Grade 43C to BS
4360
Cleat plates; 10 mm thick
M391.2 straight on plan t *** *** ***
Erection of members for glazed wall
supports at Ground Level Grid Q; weldable
structural steel Grade 43A to BS 4360
M620.1 Permanent erection t *** *** ***
Site bolts; Grade 8.8
M641 diameter not exceeding 16 mm nr *** *** ***
Erection of members for frames;
weldable structural steel Grade 43C to BS
4360
M620.2 Permanent erection t *** *** ***
Site bolts; Grade 8.8
M642 diameter 16 - 20 mm nr *** *** ***
Erection of members for frames;
weldable structural steel Grade 43C to BS
4360
M620.3 Permanent erection t *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE3.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE3.4/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
Lump Sum Item LSE3.4 E3.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK
N110 Galvanized mild steel stairs; as
Drawing nr. LCC300/31/S06/009, 010, 013
and 014 t *** *** ***
Removable proprietary steel deck
flooring; 2 KPa working load; including
accessories
N180 to corridors m2 *** *** ***
ARCHITECTURAL COATINGS AND SPECIAL
FINISHES
"Monokote" two hour fire protection
spray paint or products having
equivalent functions or performance
AT970 Metal sections m2 *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE3.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE3.4/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
Lump Sum Item LSE3.4 E3.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or obligation
or thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately
itemised in this Lump Sum Breakdown and
for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE3.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE3.4/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
Lump Sum Item LSE3.4 E3.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3 Section 7
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE3.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE3.4/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
Lump Sum Item LSE3.4 E3.4 : Structural Steelwork
ITEM DESCRIPTION AMOUNT HK$
-------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE3.4
: Structural Steelwork
Page No. LSE3.4/1 ***
Page No. LSE3.4/2 ***
Page No. LSE3.4/3 ***
Page No. LSE3.4/4 ***
Page No. LSE3.4/5 ***
-------------------------------------------------------------------------------
Total of Lump Sum Item LSE3.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE3.4/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
Lump Sum Item LSE3.5 E3.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish; type F4
Horizontal
G312 width 0.1-0.2 m m *** *** ***
Vertical
G342 width 0.1-0.2 m m *** *** ***
For voids
G371 small void depth not exceeding 0.5 m nr *** *** ***
G375 large void depth not exceeding 0.5 m nr *** *** ***
G376 large void depth 0.5-1 m nr *** *** ***
Joints
G670 Approved joint sealant with two
hour fire rating protection;
100 mm wide m *** *** ***
Concrete accessories
Inserts
G831.1 linear inserts; galvanized iron
pipes to BS 1387 medium class, screwed
joints; 50 mm nominal bore; totally
within the concrete volume m *** *** ***
G831.2 linear inserts; unplasticized
polyvinyl chloride pipes to BS
4660, solvent welded spigot and
socket joints; 200 mm nominal
bore; totally within the
concrete volume m *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE3.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE3.5/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
Lump Sum Item LSE3.5 E3.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Concrete accessories(Cont'd)
Inserts(Cont'd)
G832.1 other inserts; unplasticized
polyvinyl chloride pipes to BS 4660,
solvent welded spigot and socket
joints; 200 mm nominal bore x 750 mm
long; projecting from one surface of
the concrete nr *** *** ***
G832.2 other inserts; unplasticized
polyvinyl chloride bends; 400
mm nominal bore; totally within
the concrete volume nr *** *** ***
G832.3 other inserts; 19 ▇▇ ▇▇▇▇▇
diameter x 90 mm long Grade 410 shear
studs with 30 mm diameter x 8 mm thick
head through reinforced concrete slabs
or beams; totally within the concrete
volume nr *** *** ***
G832.4 other inserts; 12 mm diameter
Grade 8.8 anchor bolts with 15 kN
tensile strength and 24.5 kN shear
capacity through reinforced concrete
walls or columns; projecting from one
surface of the concrete nr *** *** ***
G832.5 other inserts; 12 mm diameter
Grade 8.8 anchor bolts with 20 kN shear
capacity through reinforced concrete
walls or columns; projecting from one
surface of the concrete nr *** *** ***
G832.6 other inserts; fix and cast in
only 2 nr. 16 mm diameter x 200
mm long holding down bolts
through reinforced concrete slabs,
beams, plinths or upstands;
projecting from one surface of
the concrete nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE3.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE3.5/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
Lump Sum Item LSE3.5 E3.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Concrete accessories(Cont'd)
Inserts(Cont'd)
G832.7 other inserts; fix and cast in
only 4 nr. 16 mm diameter x 200 mm long
anchor bolts through reinforced
concrete slabs or beams; projecting
from one surface of the concrete nr *** *** ***
Grouting under plates
G841.1 area not exceeding 0.1 m2; 20 mm
thick approved non-shrink cementitious
grout nr *** *** ***
Grouting under base plates
G841.2 area not exceeding 0.1 m2; 20 mm
thick approved non-shrink cementitious
grout nr *** *** ***
Sealing openings with 2 hour fire-rated
material around sleeves
Openings in reinforced concrete walls,
slabs or beams
G999.1 area not exceeding 0.1 m2; 125 mm thick nr *** *** ***
G999.2 area not exceeding 0.1 m2; 160 mm thick nr *** *** ***
G999.3 area not exceeding 0.1 m2; 200 mm thick nr *** *** ***
G999.4 area not exceeding 0.1 m2; 225 mm thick nr *** *** ***
G999.5 area 0.1-0.5 m2; 125 mm thick nr *** *** ***
G999.6 area 0.1-0.5 m2; 160 mm thick nr *** *** ***
G999.7 area 0.1-0.5 m2; 200 mm thick nr *** *** ***
G999.8 area 0.1-0.5 m2; 600 mm thick nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE3.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE3.5/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
Lump Sum Item LSE3.5 E3.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Sealing openings with 2 hour fire-rated
material around sleeves(Cont'd)
Openings in reinforced concrete walls,
slabs or beams(Cont'd)
G999.9 area 0.5-1.0 m2; 125 mm thick nr *** *** ***
G999.10 area 0.5-1.0 m2; 160 mm thick nr *** *** ***
G999.ll area 0.5-1.0 m2; 200 mm thick nr *** *** ***
G999.12 area 1.0-3.0 m2; 125 mm thick nr *** *** ***
G999.13 area 1.0-3.0 m2; 160 mm thick nr *** *** ***
G999.14 area 3.0-5.0 m2; 160 mm thick nr *** *** ***
G999.15 area 5.0-7.0 m2; 160 mm thick nr *** *** ***
G999.16 area 11.0-13.0 m2; 160 mm thick nr *** *** ***
Openings in blockwalls
G999.12 area 0.1-0.5 m2; 160 mm thick nr *** *** ***
G999.13 area 0.1-0.5 m2; 200 mm thick nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE3.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE3.5/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
Lump Sum Item LSE3.5 E3.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or obligation
or thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately
itemised in this Lump Sum Breakdown and
for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE3.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE3.5/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
Lump Sum Item LSE3.5 E3.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE3.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE3.5/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E3 : Station (GL X7-27/M-Q, 5.45m-15.00m)
Lump Sum Item LSE3.5 E3.5 : BWIC with Services
ITEM DESCRIPTION AMOUNT HK$
-------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE3.5
: BWIC with Services
Page No. LSE3.5/1 ***
Page No. LSE3.5/2 ***
Page No. LSE3.5/3 ***
Page No. LSE3.5/4 ***
Page No. LSE3.5/5 ***
Page No. LSE3.5/6 ***
-------------------------------------------------------------------------------
Total of Lump Sum Item LSE3.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE3.5/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
Lump Sum Item LSE4.1 E4.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of mass concrete
Columns; concrete category B
F555 cross-sectional area exceeding
1 m2 m3 *** *** ***
Placing of reinforced concrete
Columns; concrete category B
F654 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇.▇▇-▇ ▇▇ ▇▇ *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F4
Concrete components of constant
cross-section
G382.1 columns; 600 x 2000 mm (overall) m *** *** ***
G382.2 columns; 900 x 950 mm (overall) m *** *** ***
G382.3 columns; 900 x 1350 mm m *** *** ***
G382.4 columns; 900 x 1400 mm (overall) m *** *** ***
G382.5 columns; 900 mm diameter m *** *** ***
G382.6 columns; 1000 x 2500 mm (overall) m *** *** ***
Reinforcement
Deformed high yield steel bars to
BS 4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
G526 nominal size 32 mm t *** *** ***
G527 nominal size 40 mm t *** *** ***
G528 nominal size 50 mm or greater t *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE4.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE4.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
Lump Sum Item LSE4.1 E4.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Joints
Formed surface with and including 50 mm
thick polystyrene board joint filler
with two hour fire rating protection
G641 average width not exceeding 0.5 m m2 *** *** ***
G670 Sealed rebates or grooves; 50 mm
wide approved sealant on backing
rod with two hour fire rating
protection m *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE4.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE4.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
Lump Sum Item LSE4.1 E4.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Lump Sum Breakdown and for which
a separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE4.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE4.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
Lump Sum Item LSE4.1 E4.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE4.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE4.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
Lump Sum Item LSE4.1 E4.1 : Columns
ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE4.1 : Columns
Page No. LSE4.1/1 ***
Page No. LSE4.1/2 ***
Page No. LSE4.1/3 ***
Page No. LSE4.1/4 ***
----------------------------------------------------------------------------
Total of Lump Sum Item LSE4.1 ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE4.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
Lump Sum Item LSE4.2 E4.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Suspended slabs; concrete category B
F632 thickness 150-300 mm m3 *** *** ***
F634 thickness exceeding 500 mm m3 *** *** ***
Other concrete forms; plinths; concrete
category B
F680.1 510 x 790 x 200 mm thick m3 *** *** ***
F680.2 690 x 630 x 200 mm thick m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F4
Horizontal
?315 width exceeding 1.22 m m2 *** *** ***
Vertical
G341 width not exceeding 0.l m m *** *** ***
G342 width 0.1-0.2 m m *** *** ***
G343 width 0.2-0.4 m m2 *** *** ***
Concrete components of constant
cross-section
G381.1 beams; 400 x 600 mm deep; integral with
225 mm thick slab m *** *** ***
G381.2 beams; 400 x 900 mm deep; integral with
200 mm thick slab m *** *** ***
G381.3 edge beams; 400 x 900 mm deep; integral
with 200 mm thick slab m *** *** ***
G381.4 beams; 400 x 900 mm deep; integral with
225 mm thick slab m *** *** ***
G381.5 beams; 500 x 900 mm deep; integral with
200 mm thick slab m *** *** ***
G381.6 beams; 650 x 900 mm deep; integral with
200 mm thick slab m *** *** ***
G381.7 beams; 700 x 900 mm deep; integral with
200 mm thick slab m *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE4.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE4.2/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
Lump Sum Item LSE4.2 E4.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish; type F4(Cont'd)
Concrete components of constant
cross-section (Cont'd)
G381.8 beams; 800 x 2630 mm deep; integral with
200 mm thick slab m *** *** ***
G381.9 beams; 800 x 2750 mm deep; integral with
200 mm thick slab m *** *** ***
G381.10 beams; 800 x 2780 mm deep; integral with
200 mm thick slab m *** *** ***
G381.11 beams; 900 x 600 mm deep; integral with
225 mm thick slab m *** *** ***
G381.12 beams; 1350 x 900 mm deep; integral with
200 mm thick slab m *** *** ***
Reinforcement
Deformed high yield steel bars to BS 4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
G526 nominal size 32 mm t *** *** ***
G527 nominal size 40 mm t *** *** ***
Joints
Formed surface with and including 50 mm thick
polystyrene board joint filler with two
hour fire rating protection
G641 average width not exceeding 0.5 m m2 *** *** ***
G643 width 1.67 m m2 *** *** ***
G670.1 Sealed rebates or grooves; 50 mm wide
approved sealant on backing rod with two
hour fire rating protection m *** *** ***
G670.2 Sealed rebates or grooves; 50 mm wide
approved waterproof gasket seal with two
hour fire rating protection m *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE4.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE4.2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
Lump Sum Item LSE4.2 E4.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Joints(Cont'd)
Proprietary double dowel units; 42 mm
diameter stainless steel Grade 316 S66
to BS 1501: Part 3; 251.6 kN/unit
working capacity
G682 sleeved; 500 mm long; cast into one side
of joint, other side with and including
43 mm diameter x 290 mm long cast in
stainless steel Grade 304 sleeve nr *** *** ***
Concrete accessories
Finishing of top surfaces
G813 class U2 finishes m2 *** *** ***
Inserts
G831 linear inserts; 90 x 90 x 8 mm thick
cast in galvanized mild steel angles
with and including 12 mm diameter anchor
bars at 250 mm centres through
reinforced slabs or beams; totally
within the concrete volume m *** *** ***
G832 other inserts; fix and cast in only 4
hr. 24 mm diameter proprietary sockets
and Grade 8.8 bolts through reinforced
concrete slabs; projecting from one
surface of the concrete nr *** *** ***
PRECAST CONCRETE
Segmental units; designed mix class:
45/20
Platform edge blocks; cross-sectional
size 250 x 130 mm; unit lengths 1,194
mm; including 2 nr. 16 mm diameter x 200
mm long mild steel dowels and 40 Mpa
non-shrink cement based grouting
H601 mass not exceeding 250 kg nr *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE4.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE4.2/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
Lump Sum Item LSE4.2 E4.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Lump Sum Breakdown and for which
a separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE4.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE4.2/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
Lump Sum Item LSE4.2 E4.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE4.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE4.2/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
Lump Sum Item LSE4.2 E4.2 : Suspended Beams and Slabs
ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE4.2 : Suspended Beams and Slabs
Page No. LSE4.2/1 ***
Page No. LSE4.2/2 ***
Page No. LSE4.2/3 ***
Page No. LSE4.2/4 ***
Page No. LSE4.2/5 ***
----------------------------------------------------------------------------
Total of Lump Sum Item LSE4.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE4.2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
Lump Sum Item LSE4.3 E4.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Walls; concrete category B
F642 thickness 150-300 mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F5
Horizontal
G312 width 0.1-0.2 m m *** *** ***
Vertical
G342 width 0.1-0.2 m m *** *** ***
G344 width 0.4-1.22 m m2 *** *** ***
G345 width exceeding 1.22 m m2 *** *** ***
Concrete components of constant
cross-section
G386.1 intrusions; 25 (overall) x 20 mm deep m *** *** ***
G386.2 intrusions; 25 x 30 mm deep (overall) m *** *** ***
G386.3 intrusions; 100 (overall) x 20 mm deep m *** *** ***
G386.4 intrusions; 100 x 30 mm deep
(overall) m *** *** ***
Reinforcement
Deformed high yield steel bars to
BS 4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE4.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE4.3/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
Lump Sum Item LSE4.3 E4.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Joints
Formed surface plain
G631 average width not exceeding 0.5 m m2 *** *** ***
Formed surface with and including 20 mm
thick polystyrene board joint filler
with two hour fire rating protection
G641.1 average width not exceeding 0.5 m m2 *** *** ***
Formed surface with and including 30 mm
thick polystyrene board joint filler
with two hour fire rating protection
G641.2 average width not exceeding 0.5 m m2 *** *** ***
G670.1 Sealed rebates or grooves; 20 mm wide
approved sealant on backing rod with two
hour fire rating protection m *** *** ***
G670.2 Sealed rebates or grooves; 30 mm wide
approved sealant on backing rod with two
hour fire rating protection m *** *** ***
Dowels; 16 mm diameter mild steel bars
to BS 4449
G682.1 sleeved; 400 mm long; cast into one side
of joint, other side with and including
200 mm long cast in plastic sleeve nr *** *** ***
Dowels; 20 mm diameter mild steel bars
to BS 4449
G682.2 sleeved; 405 mm long; cast into one side
of joint, other side with and including
150 mm long cast in plastic sleeve nr *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE4.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE4.3/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
Lump Sum Item LSE4.3 E4.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Lump Sum Breakdown and for which
a separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE4.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE4.3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
Lump Sum Item LSE4.3 E4.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE4.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE4.3/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
Lump Sum Item LSE4.3 E4.3 : Walls
ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE4.3 : Walls
Page No. LSE4.3/1 ***
Page No. LSE4.3/2 ***
Page No. LSE4.3/3 ***
Page No. LSE4.3/4 ***
----------------------------------------------------------------------------
Total of Lump Sum Item LSE4.3 ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE4.3/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
Lump Sum Item LSE4.4 E4.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of members for lifts
L-2 and L-3 framing weldable structural steel
Grade 43A to BS 4360
Columns; 168.3 mm diameter x 10 mm thick
circular hollow sections
M311.1 straight on plan t *** *** ***
Columns; 219.1 mm diameter x 16 mm thick
circular hollow sections
M311.2 straight on plan t *** *** ***
Beams; 250 x 150 x 12.5 mm thick
rectangular hollow sections
M321 straight on plan t *** *** ***
M380.1 Anchorages and anchor bolt assemblies;
comprising 2 nr. 16 mm diameter Grade
8.8 anchor bolts with 40 x 25 mm
channel, channel nut and 20 mm diameter
anchor, and 3 nr. 200 x 250 x 10 mm
thick plates nr *** *** ***
M380.2 Anchorages and shear stud assemblies;
comprising 6 nr. 19 mm diameter x 125 mm
long shear studs and 325 x 325 x 20 mm
thick base plate nr *** *** ***
M380.3 Anchorages and shear stud assemblies;
comprising 6 nr. 19 mm diameter x 125 mm
long shear studs and 425 x 425 x 20 mm
thick base plate nr *** *** ***
Plates; 10 mm thick
M391.1 straight on plan t *** *** ***
Fabrication of members for glazed wall
supports at Level 1 Grid Q; weldable
structural steel Grade 43A to BS 4360
Columns; 200 x 100 x 5 mm thick
rectangular hollow sections
M311.3 straight on plan t *** *** ***
M380.4 Anchorages and holding down bolt
assemblies; comprising 2 nr. 16 mm
diameter x 200 mm long Grade 4.6 bolts,
300 x 220 x 20 mm thick base plate and 4
nr. 60 x 60 x 10 mm thick plate washers nr *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE4.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE4.4/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
Lump Sum Item LSE4.4 E4.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of members for glazed wall
supports at Level 1 Grid Q; weldable
structural steel Grade 43A to BS
4360(Cont'd)
M380.5 Anchorages and holding down bolt
assemblies; comprising 4 nr. 16 mm
diameter x 200 mm long Grade 4.6 bolts,
380 x 150 x 20 mm thick plate and 8 nr.
60 x 60 x 10 mm thick plate washers nr *** *** ***
Plates; 200 x 150 x 10 mm thick
M391.2 straight on plan t *** *** ***
Fabrication of other members for
hoisting hooks; weldable structural
steel Grade 43A to BS 4360
M480 Anchorages and anchor bolt assemblies;
comprising 4 nr. 24 mm diameter
proprietary sockets, Grade 8.8 anchor
bolts and 230 x 230 x 20 mm thick plates nr *** *** ***
Erection of members for lifts L-2 and
L-3 framing; weldable structural steel
Grade 43A to BS 4360
M620.1 Permanent erection t *** *** ***
Site bolts; Grade 8.8
M642 diameter 16 - 20 mm nr *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE4.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE4.4/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
Lump Sum Item LSE4.4 E4.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Erection of members for glazed wall
supports at Level 1 Grid Q; weldable
structural steel Grade 43A to BS 4360
M620.2 Permanent erection t *** *** ***
Site bolts; Grade 8.8
M641 diameter not exceeding 16 mm nr *** *** ***
Off-Site surface treatment
M860 Hot dip galvanizing to BS 729; 85 microns m2 *** *** ***
MISCELLANEOUS METALWORK
Stainless steel
Bridge bearings
N169 marks TB1 and TB2; 500 x 500 x 110 mm
high overall; guided rotation and
translation class; constrained pot
sliding bearing class; including bolts
and washers nr *** *** ***
ARCHITECTURAL COATINGS AND SPECIAL
FINISHES
"Monokote" two hour fire protection
spray paint or products having
equivalent functions or performance
AT970 Metal sections m2 *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE4.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE4.4/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
Lump Sum Item LSE4.4 E4.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Lump Sum Breakdown and for which
a separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE4.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE4.4/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
Lump Sum Item LSE4.4 E4.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE4.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE4.4/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
Lump Sum Item LSE4.4 E4.4 : Structural Steelwork
ITEM DESCRIPTION AMOUNT HK$
---------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE4.2 : Structural Steelwork
Page No. LSE4.4/1 ***
Page No. LSE4.4/2 ***
Page No. LSE4.4/3 ***
Page No. LSE4.4/4 ***
Page No. LSE4.4/5 ***
---------------------------------------------------------------------------
Total of Lump Sum Item LSE4.4 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE4.4/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
Lump Sum Item LSE4.5 E4.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish; type F4
Horizontal
G312 width 0.1-0.2 m m *** *** ***
Vertical
G342 width 0.1-0.2 m m *** *** ***
For voids
G371 small void depth not exceeding 0.5 m nr *** *** ***
G372 small void depth 0.5-1 m nr *** *** ***
G373 small void depth 1-2 m nr *** *** ***
G375 large void depth not exceeding 0.5 m nr *** *** ***
Joints
G670 Approved joint sealant with two hour
fire rating protection; 100 mm wide m *** *** ***
Concrete accessories
Inserts
G831.1 linear inserts; galvanized iron pipes to
BS 1387 medium class, screwed joints; 50
mm nominal bore; totally within the
concrete volume m *** *** ***
G831.2 linear inserts; unplasticized polyvinyl
chloride pipes to BS 4660, solvent
welded spigot and socket joints; 200 mm
nominal bore; totally within the
concrete volume m *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE4.5 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE4.5/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
Lump Sum Item LSE4.5 E4.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Concrete accessories(Cont'd)
Inserts(Cont'd)
G832.1 other inserts; unplasticized polyvinyl
chloride pipes to BS 4660, solvent
welded spigot and socket joints; 200 mm
nominal bore x 750 mm long; projecting
from one surface of the concrete nr *** *** ***
G832.2 other inserts; unplasticized polyvinyl
chloride bends; 400 mm nominal bore;
totally within the concrete volume nr *** *** ***
G832.3 other inserts; fix and cast in only 2
nr. 16 mm diameter x 200 mm long holding
down bolts through reinforced concrete
slabs, beams, plinths or upstands;
projecting from one surface of the
concrete nr *** *** ***
G832.4 other inserts; fix and cast in only 2
nr. 16 mm diameter anchor bolts, 40 x 25
mm channel, channel nut and 20 mm
diameter anchors through reinforced
concrete beams; projecting from one
surface of the concrete nr *** *** ***
G832.5 other inserts; fix and cast in only 4
nr. 16 mm diameter x 200 mm long anchor
bolts through reinforced concrete slabs
or beams; projecting from one surface of
the concrete nr *** *** ***
G832.6 other inserts; fix and cast in only 325
x 325 x 20 mm thick hot dip galvanized
Grade 43A steel base plate and 6 nr. 19
mm diameter x 125 mm long shear studs
through reinforced concrete slabs or
beams; totally within the concrete
volume nr *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE4.5 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE4.5/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
Lump Sum Item LSE4.5 E4.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Concrete accessories(Cont'd)
Inserts(Cont'd)
G832.7 other inserts; fix and cast in only 425
x 425 x 20 mm thick hot dip galvanized
Grade 43A steel base plate and 6 nr. 19
mm diameter x 125 mm long shear studs
through reinforced concrete slabs or
beams; totally within the concrete volume nr *** *** ***
Grouting under plates
G841.1 area not exceeding 0.1 m2; 20 mm thick
approved non-shrink cementitious grout nr *** *** ***
Grouting under base plates
G841.2 area not exceeding 0.1 m2; 20 mm thick
approved non-shrink cementitious grout nr *** *** ***
Sealing openings with 2 hour
fire-rated material around sleeves
Openings in reinforced concrete
walls, slabs or beams
G999.1 area not exceeding 0.1 m2; 175 mm thick nr *** *** ***
G999.2 area not exceeding 0.1 m2; 200 mm thick nr *** *** ***
G999.3 area not exceeding 0.1 m2; 225 mm thick nr *** *** ***
G999.4 area not exceeding 0.1 m2; 250 mm thick nr *** *** ***
G999.5 area not exceeding 0.1 m2; 600 mm thick nr *** *** ***
G999.6 area not exceeding 0.1 m2; 800 mm thick nr *** *** ***
G999.7 area not exceeding 0.1 m2; 900 mm thick nr *** *** ***
G999.8 area not exceeding 0.1 m2; 1050 mm thick nr *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE4.5 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE4.5/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
Lump Sum Item LSE4.5 E4.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Sealing opening with 2 hour fire-rated
material around sleeves(Cont'd)
Openings in reinforced concrete walls,
slabs or beams(Cont'd)
G999.9 area not exceeding 0.1 m2; 2000 mm thick nr *** *** ***
G999.10 area 0.1-0.5 m2; 175 mm thick nr *** *** ***
G999.ll area 0.1-0.5 m2; 200 mm thick nr *** *** ***
G999.12 area 1.0-3.0 m2; 200 mm thick nr *** *** ***
Openings in blockwalls
G999.15 area 0.1-0.5 m2; 160 mm thick nr *** *** ***
G999.16 area 0.1-0.5 m2; 200 mm thick nr *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE4.5 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE4.5/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
Lump Sum Item LSE4.5 E4.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Lump Sum Breakdown and for which
a separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE4.5 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE4.5/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
Lump Sum Item LSE4.5 E4.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE4.5 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE4.5/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E4 : Station (GL X7-27/M-Q, 15.00m-21.96m)
Lump Sum Item LSE4.5 E4.5 : BWIC with Services
ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE4.5 : BWIC with Services
Page No. LSE4.5/1 ***
Page No. LSE4.5/2 ***
Page No. LSE4.5/3 ***
Page No. LSE4.5/4 ***
Page No. LSE4.5/5 ***
Page No. LSE4.5/6 ***
----------------------------------------------------------------------------
Total of Lump Sum Item LSE4.5 ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE4.5/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
Lump Sum Item LSE5.1 E5.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Columns; concrete category B
F654 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇.▇▇-▇ ▇▇ ▇▇ *** *** ***
F655 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇▇▇▇ ▇ ▇▇ ▇▇ *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F4
Concrete components of constant
cross-section
G382.1 columns; 900 x 950 mm (overall) m *** *** ***
G382.2 columns; 900 x 1350 mm m *** *** ***
G382.3 columns; 900 x 1400 mm (overall) m *** *** ***
G382.4 columns; 900 mm diameter m *** *** ***
G382.5 columns; 1000 x 1000 mm (overall) m *** *** ***
G382.6 columns; 1000 x 2500 mm (overall) m *** *** ***
Reinforcement
Deformed high yield steel bars to BS
4449
G521 nominal size not exceeding to 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
G526 nominal size 32 mm t *** *** ***
G527 nominal size 40 mm t *** *** ***
G528 nominal size 50 mm or greater t *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE5.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE5.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
Lump Sum Item LSE5.1 E5.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Joints
Formed surface with and including 50 mm
thick polystyrene board joint filler
with two hour fire rating protection
G641 average width not exceeding 0.5 m m2 *** *** ***
G670 Sealed rebates or grooves; 50 mm wide
approved sealant on backing rod with two
hour fire rating protection m *** *** ***
Concrete accessories
Inserts
G832.1 other inserts; 500 x 400 x 20 mm thick
Grade 43C cast in steel plates (CP3) to
BS 4360 with and including 4 nr. 19 mm
diameter x 100 mm long Grade 410 shear
studs through reinforced concrete
columns; totally within the concrete
volume; curved cylindrical to one radius
in one plane, radius 0.5 m nr *** *** ***
G832.2 other inserts; 500 x 550 x 20 mm thick
Grade 43C cast in steel plates (CP8) to
BS 4360 with and including 8 nr. 19 mm
diameter x 100 mm long Grade 410 shear
studs through reinforced concrete
columns; totally within the concrete
volume nr *** *** ***
G832.3 other inserts; 500 x 550 x 20 mm thick
Grade 43C cast in steel plates (CP5) to
BS 4360 with and including 8 nr. 19 mm
diameter x 100 mm long Grade 410 shear
studs through reinforced concrete
columns; totally within the concrete
volume; curved cylindrical to one radius
in one plane, radius 0.5 m nr *** *** ***
G832.4 other inserts; 16 mm diameter x 300 mm
long Grade 4.6 hot dip galvanized rods
through reinforced concrete columns;
projecting from one surface of the concrete nr *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE5.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE5.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
Lump Sum Item LSE5.1 E5.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ARCHITECTURAL COATINGS AND SPECIAL
FINISHERS
"Monokote" two hour fire protection
spray paint or products having
equivalent functions or performance
AT970 Metal sections m2 *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE5.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE5.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
Lump Sum Item LSE5.1 E5.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Lump Sum Breakdown and for which
a separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE5.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE5.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
Lump Sum Item LSE5.1 E5.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE5.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE5.1/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
Lump Sum Item LSE5.1 E5.1 : Columns
ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE5.1: Columns
Page No. LSE5.1/1 ***
Page No. LSE5.1/2 ***
Page No. LSE5.1/3 ***
Page No. LSE5.1/4 ***
Page No. LSE5.1/5 ***
----------------------------------------------------------------------------
Total of Lump Sum Item LSE5.1 ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE5.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
Lump Sum Item LSE5.2 E5.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Suspended slabs; concrete category B
F632 thickness 150-300 mm m3 *** *** ***
F633 thickness 300-500 mm m3 *** *** ***
F634 thickness exceeding 500 mm m3 *** *** ***
F635 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇▇▇▇ ▇ ▇▇ ▇▇ *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F4
Horizontal
G315 width exceeding 1.22m m2 *** *** ***
Vertical
G341 width not exceeding 0.l m m *** *** ***
Concrete components of constant
cross-section
G381.1 beams; 200 x 500 mm deep; integral with
200 mm thick slab m *** *** ***
G381.2 beams; 400 x 900 mm deep; integral with
200 mm thick slab m *** *** ***
G381.3 edge beams; 400 x 900 mm deep; integral
with 200 mm thick slab m *** *** ***
G381.4 beams; 650 x 900 mm deep; integral with
200 mm thick slab m *** *** ***
G381.5 beams; 700 x 900 mm deep; integral with
200 mm thick slab m *** *** ***
G381.6 beams; 900 x 600 mm deep; integral with
200 mm thick slab m *** *** ***
G381.7 beams; 1175 x 900 mm deep; integral with
200 mm thick slab m *** *** ***
G381.8 beams; 1350 x 900 mm deep; integral with
200 mm thick slab m *** *** ***
G381.9 beams; 1500 x 900 mm deep; integral with
200 mm thick slab m *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE5.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE5.2/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
Lump Sum Item LSE5.2 E5.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish; type F4(Cont'd)
Concrete components of constant
cross-section(Cont'd)
G381.10 beams; 2500 x 1200 mm deep; integral
with 600 mm thick slab m *** *** ***
Reinforcement
Deformed high yield steel bars to BS
4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
G526 nominal size 32 mm t *** *** ***
G527 nominal size 40 mm t *** *** ***
CONCRETE ANCILLARIES
Joints
Formed surface with and including 50 mm
thick polystyrene board joint filler
with two hour fire rating protection
G641 average width not exceeding 0.5 m m2 *** *** ***
G670 Sealed rebates or grooves; 50 mm wide
approved sealant on backing rod with two
hour fire rating protection m *** *** ***
Concrete accessories
Finishing of top surfaces
G813 class U2 finishes m2 *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE5.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE5.2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
Lump Sum Item LSE5.2 E5.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Concrete accessories
Inserts
G831 linear inserts; 90 x 90 x 8 mm thick
cast in galvanized mild steel angles
with and including 12 mm diameter
anchor bars at 250 mm centres through
reinforced concrete slabs or beams;
totally within the concrete volume m *** *** ***
G832 other inserts; fix and cast in only
4 nr. 24 mm diameter proprietary sockets
and Grade 8.8 bolts through reinforced
concrete slabs; projecting from one
surface of the concrete nr *** *** ***
WATERPROOFING
Damp proofing
Waterproofing membrane system;
comprising two component solvent free
epoxy coating, one component
polyurethane adhesive primer and two
component solvent free polyurethane
elastic waterproof coating; minimum 2 mm
thick; as Appendix AA to Particular
Specification, section J30 and as
Drawing LCC300/31/ A31/401
W131 Upper surfaces inclined at an angle
not exceeding 30 degrees to the
horizontal m2 *** *** ***
W133 Surfaces inclined at an angle exceeding
60 degrees to the horizontal m2 *** *** ***
W137 surfaces of with 300mm - 1m m *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE5.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSE5.2/3 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
Lump Sum Item LSE5.2 E5.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Lump Sum Breakdown and for which
a separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE5.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE5.2/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
Lump Sum Item LSE5.2 E5.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE5.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE5.2/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
Lump Sum Item LSE5.2 E5.2 : Suspended Beams and Slabs
ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE5.2: Suspended Beams and Slabs
Page No. LSE5.2/1 ***
Page No. LSE5.2/2 ***
Page No. LSE5.2/3 ***
Page No. LSE5.2/4 ***
Page No. LSE5.2/5 ***
----------------------------------------------------------------------------
Total of Lump Sum Item LSE5.2 ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE5.2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
Lump Sum Item LSE5.3 E5.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Walls; concrete category B
F642 thickness 150-300 mm m3 *** *** ***
F643 thickness 300-500 mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F5
Horizontal
G312 width 0.1-0.2 m m *** *** ***
Vertical
G342 width 0.1-0.2 m m *** *** ***
G343 width 0.2-0.4 m m2 *** *** ***
G344 width 0.4-1.22 m m2 *** *** ***
G345 width exceeding 1.22 m m2 *** *** ***
Concrete components of constant
cross-section
G386.1 intrusions; 25 (overall) x 20 mm deep m *** *** ***
G386.2 intrusions; 25 x 30 mm deep (overall) m *** *** ***
G386.3 intrusions; 100 (overall) x 20 mm deep m *** *** ***
G386.4 intrusions; 100 x 30 mm deep (overall) m *** *** ***
Reinforcement
Deformed high yield steel bars to BS
4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE5.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE5.3/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
Lump Sum Item LSE5.3 E5.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Reinforcement (Cont'd)
Deformed high yield steel bars to BS
4449 (Cont'd)
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
Joints
Formed surface plain
G631 average width not exceeding 0.5 m m2 *** *** ***
Formed surface with and including 20 mm
thick polystyrene board joint filler
with two hour fire rating protection
G641.1 average width not exceeding 0.5 m m2 *** *** ***
Formed surface with and including 30 mm
thick polystyrene board joint filler
with two hour fire rating protection
G641.2 average width not exceeding 0.5 m m2 *** *** ***
G670.1 Sealed rebates or grooves; 20 mm wide
approved sealant on backing rod with two
hour fire rating protection m *** *** ***
G670.2 Sealed rebates or grooves; 30 mm wide
approved sealant on backing rod with two
hour fire rating protection m *** *** ***
Dowels; 10 mm diameter mild steel bars
to BS 4449
G682.1 sleeved; 400 mm long; cast into one side
of joint, other side with and including
200 mm long cast in plastic sleeve nr *** *** ***
Dowels; 16 mm diameter mild steel bars
to BS 4449
G682.2 sleeved; 400 mm long; cast into one side
of joint, other side with and including
200 mm long cast in plastic sleeve nr *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE5.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE5.3/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
Lump Sum Item LSE5.3 E5.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Joints(Cont'd)
Dowels; 20 mm diameter mild steel bars
to BS 4449
G682.3 sleeved; 405 mm long; cast into one side
of joint, other side with and including
150 mm long cast in plastic sleeve nr *** *** ***
Concrete accessories
Inserts
G832.1 other inserts; 200 x 400 x 20 mm thick
Grade 43C cast in steel plates (CP4) to
BS 4360 with and including 3 nr. 19 mm
diameter x 100 mm long Grade 410 shear
studs through reinforced concrete ribs
or walls; projecting from one surface of
the concrete nr *** *** ***
G832.2 other inserts; 150 x 275 x 30 mm thick
Grade 50B cast in hot dip galvanized
steel plates through reinforced concrete
ribs or walls; including forming 65 mm
diameter hole; projecting from one
surface of the concrete nr *** *** ***
G832.3 other inserts; 4 nr. 39 mm diameter x
800 mm long cast in bolts with and
including nuts and washers; through
reinforced concrete ribs or walls;
projecting from one surface of the
concrete nr *** *** ***
ARCHITECTURAL COATINGS AND SPECIAL
FINISHES
"Monokote" two hour fire protection
spray paint or products having
equivalent functions or performance
AT970 Metal sections m2 *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE5.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE5.3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
Lump Sum Item LSE5.3 E5.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Lump Sum Breakdown and for which
a separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE5.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE5.3/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
Lump Sum Item LSE5.3 E5.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE5.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE5.3/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
Lump Sum Item LSE5.3 E5.3 : Walls
ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE5.3 : Walls
Page No. LSE5.3/1 ***
Page No. LSE5.3/2 ***
Page No. LSE5.3/3 ***
Page No. LSE5.3/4 ***
Page No. LSE5.3/5 ***
----------------------------------------------------------------------------
Total of Lump Sum Item LSE5.3 ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE5.3/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
Lump Sum Item LSE5.4 E5.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of members for lifts L-2 and
L-3 framing; weldable structural steel to
BS 4360: Grade 43A
Columns; 168.3 mm diameter x 10 mm thick
circular hollow sections
M311.1 straight on plan t *** *** ***
Columns; 219.1 mm diameter x 16 mm thick
circular hollow sections
M311.2 straight on plan t *** *** ***
Beams; 250 x 150 x 12.5 mm thick
rectangular hollow sections
M321.1 straight on plan t *** *** ***
M380.1 Anchorages and anchor bolt assemblies;
comprising 2 nr. 16 mm diameter Grade
8.8 anchor bolts with 40 x 25 mm
channel, channel nut and 20 mm diameter
anchor, and 3 nr. 200 x 250 x 10 mm
thick plates nr *** *** ***
Plates; 10 mm thick
M391.1 straight on plan t *** *** ***
Fabrication of members for track overrun
evacuation walkways; weldable structural
steel to BS Grade 43A; hot dip
galvanized to BS 729
Beams; 75 x 75 x 8 mm thick angles
M321.2 straight on plan t *** *** ***
Beams; 90 x 90 x 8 mm thick angles
M321.3 straight on plan t *** *** ***
Beams; 100 x 65 x 8 mm thick angles
M321.4 straight on plan t *** *** ***
Bracings; 90 x 90 x 8 mm thick angles
M361.1 straight on plan t *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE5.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE5.4/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
Lump Sum Item LSE5.4 E5.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of members for track overrun
evacuation walkways; weldable structural
steel to BS 4360; Grade 43A; hot dip
galvanized to BS 729(Cont'd)
M380.2 Anchorages and anchor bolt assemblies;
comprising 2 nr. 12 mm diameter Grade
8.8 anchor bolts and 300 x 150 x 10 mm
thick base plate nr *** *** ***
M380.3 Anchorages and anchor bolt assemblies;
comprising 2 nr. 12 mm diameter Grade
8.8 anchor bolts and 300 x 300 x 10 mm
thick base plate nr *** *** ***
Fabrication of members for platform
screen door supports; weldable structural
steel to BS 4360; Grade 43A; hot dip
galvanized to BS 729
Beams; 203 x 133 mm x 25 kg/m universal
beams
M321.5 straight on plan t *** *** ***
Beams; 200 x 200 x 8 mm thick square
hollow sections
M321.6 straight on plan t *** *** ***
Hangers; 200 x 200 x 8 mm thick square
hollow sections
M361.2 straight on plan t *** *** ***
Bracings; 100 x 100 x 5 mm thick square
hollow sections
M361.3 straight on plan t *** *** ***
M380.4 Anchorages and stud assemblies;
comprising 2 nr. 19 mm diameter x 100 mm
long welded studs and 200 x 300 x 20 mm
thick plate nr *** *** ***
Plates; 10 mm thick
M391.2 straight on plan t *** *** ***
Plates; 12 mm thick
M391.3 straight on plan t *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE5.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE5.4/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
Lump Sum Item LSE5.4 E5.4 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of other members for
hoisting hooks; weldable structural
steel to BS 4360; Grade 43A
M480 Anchorages and anchor bolt assembles;
comprising 4 nr. 24 mm diameter
proprietary sockets, Grade 8.8 anchor
bolts and 230 x 230 x 20 mm thick plates nr *** *** ***
Erection of members for lifts L-2 and
L-3 framing; weldable structural steel
to BS 4360; Grade 43A
M620.1 Permanent erection t *** *** ***
Site bolts; Grade 8.8
M642 diameter 16 - 20 mm nr *** *** ***
Erection of members for track overrun
evacuation walkways; weldable structural
steel to BS 4360; Grade 43A; hot dip
galvanized to BS 729
M620.2 Permanent erection t *** *** ***
Site bolts; Grade 8.8
M641.1 diameter not exceeding 16 mm nr *** *** ***
Erection of members for platform screen
door supports; weldable structural steel
to BS 4360; Grade 43A; hot dip
galvanized to BS 729
M620.3 Permanent erection t *** *** ***
Site bolts; Grade 8.8
M641.2 diameter not exceeding 16 mm nr *** *** ***
Off-Site surface treatment
M860 Hot dip galvanizing to BS 729; 85
microns m2 *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE5.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE5.4/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
Lump Sum Item LSE5.4 E5.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK
Hot dip galvanized steel; Grade
43A; Sa 2 1/2 surface preparation
in accordance with Swedish
Standard SIS 05 5900
N170 Plate flooring; 6 mm thick chequer
plate m2 *** *** ***
Stainless Steel
N190 Antenna at Stairs 3 to 6;
comprising 200 mm and 300 mm
diameter circular hollow section
antenna, 150 x 150 x 10 mm thick
square hollow section supports,
cap plates, 350 x 350 x 30 mm
thick plates and 24 mm diameter
Grade 8.8 bolts with plate washers m *** *** ***
FLEXIBLE SHEETING AND TILING
Rubber nosings; rectangular hollow
section; compressible to 20 mm;
including fixing to metal
AT400 50 mm deep x 106 mm wide; rounded
at two exposed corners m *** *** ***
ARCHITECTURAL COATINGS AND SPECIAL
FINISHES
"Monokote" two hour fire
protection spray paint or products
having equivalent functions or
performance
AT970 Metal sections m2 *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE5.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE5.4/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
Lump Sum Item LSE5.4 E5.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate
charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity and
Rate columns entered with "N/A".
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE5.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE5.4/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
Lump Sum Item LSE5.4 E5.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE5.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE5.4/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
Lump Sum Item LSE5.4 E5.4 : Structural Steelwork
ITEM DESCRIPTION AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE5.4 : Structural Steelwork
Page No. LSE5.4/1 ***
Page No. LSE5.4/2 ***
Page No. LSE5.4/3 ***
Page No. LSE5.4/4 ***
Page No. LSE5.4/5 ***
Page No. LSE5.4/6 ***
-------------------------------------------------------------------------------------------------------------
Total of Lump Sum Item LSE5.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE5.4/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
Lump Sum Item LSE5.5 E5.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish; type F4
Horizontal
G312 width 0.1-0.2 m m *** *** ***
Vertical
G342 width 0.1-0.2 m m *** *** ***
For voids
G371 small void depth not exceeding 0.5 m nr *** *** ***
G375 large void depth not exceeding 0.5 m nr *** *** ***
Joints
G670 Approved joint sealant with two hour fire rating
protection; 100 mm wide m *** *** ***
Concrete accessories
Inserts
G831.1 linear inserts; galvanized iron pipes to BS 1387
medium class, screwed joints; 50 mm nominal bore;
totally within the concrete volume m *** *** ***
G831.2 linear inserts; unplasticized polyvinyl chloride
pipes to BS 4660, solvent welded spigot and
socket joints; 200 mm nominal bore; totally
within the concrete volume m *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE5.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE5.5/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
Lump Sum Item LSE5.5 E5.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Concrete accessories(Cont'd)
Inserts(Cont'd )
G832.1 other inserts; unplasticized polyvinyl chloride
pipes to BS 4660, solvent welded spigot and
socket joints; 200 mm nominal bore x 750 mm long;
projecting from one surface of the concrete nr *** *** ***
G832.2 other inserts; unplasticized polyvinyl chloride
bends; 400 mm nominal bore; totally within the
concrete volume nr *** *** ***
G832.3 other inserts; fix and cast in only 2 nr. 12 mm
diameter anchor bolts through reinforced concrete
walls; projecting from one surface of the
concrete nr *** *** ***
G832.4 other inserts; fix and cast in only 2 nr. 16 mm
diameter anchor bolts, 40 x 25 mm channel,
channel nut and 20 mm diameter anchors through
reinforced concrete beams; projecting from one
surface of the concrete nr *** *** ***
G832.5 other inserts; fix and cast in only 4 nr. 24 mm
diameter x 450 mm long anchor bolts through
reinforced concrete walls; projecting from one
surface of the concrete nr *** *** ***
G832.6 other inserts; fix and cast in only 2 nr. 19 mm
diameter x 100 mm long studs through reinforced
concrete beams; projecting from one surface of
the concrete nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE5.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE5.5/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
Lump Sum Item LSE5.5 E5.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Concrete accessories(Cont'd)
Grouting under plates
G842 area 0.1-0.5 m2; 20 mm thick approved non-shrink
cementitious grout nr *** *** ***
Sealing openings with 2 hour fire-rated material
around sleeves
Openings in reinforced concrete walls, slabs or
beams
G999.1 area not exceeding 0.1 m2; 175 mm thick nr *** *** ***
G999.2 area not exceeding 0.1 m2; 200 mm thick nr *** *** ***
G999.3 area not exceeding 0.1 m2; 250 mm thick nr *** *** ***
G999.4 area 0.1-0.5 m2; 160 mm thick nr *** *** ***
G999.5 area 0.1-0.5 m2; 175 mm thick nr *** *** ***
G999.6 area 0.1-0.5 m2; 200 mm thick nr *** *** ***
G999.7 area 0.1-0.5 m2; 250 mm thick nr *** *** ***
G999.8 area 0.5-1.0 m2; 160 mm thick nr *** *** ***
G999.9 area 0.5-1.0 m2; 175 mm thick nr *** *** ***
G999.10 area 0.5-1.0 m2; 200 mm thick nr *** *** ***
G999.11 area 1.0-3.0 m2; 160 mm thick nr *** *** ***
G999.12 area 1.0-3.0 m2; 200 mm thick nr *** *** ***
G999.13 area 5.0-7.0 m2; 175 mm thick nr *** *** ***
Openings in blockwalls
G999.14 area 0.1-0.5 m2; 160 mm thick nr *** *** ***
G999.15 area 0.1-0.5 m2; 200 mm thick nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE5.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE5.5/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
Lump Sum Item LSE5.5 E5.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate
charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity and
Rate columns entered with "N/A".
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE5.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE5.5/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
Lump Sum Item LSE5.5 E5.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE5.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE5.5/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X7-27/M-Q, 21.96m-28.82m)
Lump Sum Item LSE5.5 E5.5 : BWIC with Services
ITEM DESCRIPTION AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE5.5 : BWIC with Services
Page No. LSE5.5/1 ***
page No. LSE5.5/2 ***
Page No. LSE5.5/3 ***
Page No. LSE5.5/4 ***
Page No. LSE5.5/5 ***
-------------------------------------------------------------------------------------------------------------
Total of Lump Sum Item LSE5.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE5.5/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E5 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.1 E6.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Columns; concrete category B
F654 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇.▇▇-▇ ▇▇ ▇▇ *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F4
Concrete components of constant cross-section
G382.1 columns; 800 x 900 mm (overall) m *** *** ***
G382.2 columns; 800 x 1300 mm (overall) m *** *** ***
G382.2 columns; 800 mm diameter m *** *** ***
Reinforcement
Deformed high yield steel bars to BS 4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
GS26 nominal size 32 mm t *** *** ***
G527 nominal size 40 mm t *** *** ***
G528 nominal size 50 mm or greater t *** *** ***
Joints
Formed surface with and including 50 mm thick
polystyrene board joint filler with two hour fire
rating protection
G641 average width not exceeding 0.5 m m2 *** *** ***
G670 Sealed rebates or grooves; 50 mm wide approved
sealant on backing rod with two hour fire rating
protection m *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.1 E6.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Concrete accessories
Inserts
G832.1 other inserts; 500 x 550 x 20 mm thick Grade 43C
cast in steel plates (CP8) to BS 4360 with and
including 8 nr. 19 mm diameter x 100 mm long
Grade 410 shear studs through reinforced concrete
columns; totally within the concrete volume nr *** *** ***
G832.2 other inserts; 500 x 550 x 20 mm thick Grade 43C
cast in steel plates (CP6 or CP7) to BS 4360 with
and including 8 nr. 19 mm diameter x 100 mm long
Grade 410 shear studs through reinforced concrete
columns; totally within the concrete volume;
curved cylindrical to one radius in one plane,
radius 0.4 m nr *** *** ***
ARCHITECTURAL COATINGS AND SPECIAL FINISHES
"Monokote" two hour fire protection spray paint
or products having equivalent functions or
performance
AT970 Metal sections m2 *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.1 E6.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate
charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity and
Rate columns entered with "N/A".
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.1 E6.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.1 E6.1 : Columns
ITEM DESCRIPTION AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE6.1 : Columns
page No. LSE6.1/1 ***
Page No. LSE6.1/2 ***
page No. LSE6.1/3 ***
Page No. LSE6.1/4 ***
-------------------------------------------------------------------------------------------------------------
Total of Lump Sum Item LSE6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.2 E6.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Suspended slabs; concrete category B
F631 thickness not exceeding 150 mm m3 *** *** ***
F632 thickness 150-300 mm m3 *** *** ***
F634 thickness exceeding 500 mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish: type F4
Horizontal
G315 width exceeding 1.22 m m2 *** *** ***
Vertical
G341 width not exceeding 0.l m m *** *** ***
G342 width 0.1-0.2 m m *** *** ***
Curved cylindrical to one radius in one plane;
radius 28.941 m
G355 width exceeding 1.22 m m2 *** *** ***
Concrete components of constant
cross-section
G381.1 edge beams; 200 x 1500 mm deep;
integral with 200 mm thick slab m *** *** ***
G381.2 beams; 400 x 700 mm deep;
integral with 150 mm thick slab m *** *** ***
G381.3 edge beams; 400 x 700 mm deep;
integral with 150 mm thick slab m *** *** ***
G381.4 beams; 425 x 700 mm deep;
integral with 150 mm thick slab m *** *** ***
G381.5 edge beams; 600 x 700 mm deep;
integral with 150 mm thick slab m *** *** ***
G381.6 beams; 725 x 700 mm deep;
integral with 150 mm thick slab m *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE6.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.2/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.2 E6.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish; type F4(Cont'd)
Concrete components of constant
cross-section(Cont'd)
G381.7 beams; 900 x 700 mm deep;
integral with 150 mm thick slab m *** *** ***
G381.8 edge beams; 950 x 600 mm deep;
integral with 200 mm thick slab m *** *** ***
G381.9 beams; 1500 x 700 mm deep;
integral with 150 mm thick slab m *** *** ***
Reinforcement
Deformed high yield steel bars to BS 4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
G526 nominal size 32 mm t *** *** ***
G527 nominal size 40 mm t *** *** ***
Steel fabric to BS 4483
G566 nominal mass 6-7 kg/m2; fabric
reference A393 m2 *** *** ***
Joints
Formed surface with and including 50 mm thick
polystyrene board joint filler with two hour fire
rating protection
G641 average width not exceeding 0.5 m m2 *** *** ***
G670 Sealed rebates or grooves; 50 mm
wide approved sealant on backing
rod with two hour fire rating
protection m *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE6.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.2 E6.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Concrete accessories
Finishing of top surfaces
G813 class U2 finishes m2 *** *** ***
Inserts
G831 linear inserts; 90 x 90 x 8 mm thick cast in
galvanized mild steel angles with and including
12 mm diameter anchor bars at 250 mm centres
through reinforced concrete slabs or beams;
totally within the concrete volume m *** *** ***
G832 other inserts; fix and cast in only 4 nr. 24 mm
diameter proprietary sockets and Grade 8.8 bolts
through reinforced concrete slabs; projecting
from one surface of the concrete nr *** *** ***
MISCELLANEOUS METALWORK
Galvanized steel
"Bondek II" profiled sheeting or products having
equivalent functions or performance; 0.75 mm
thick; with 55 mm overall high embossed dovetail
ribs and 28 mm wide flutes
N170 under suspended concrete slabs m2 *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE6.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.2/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.2 E6.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate
charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity and
Rate columns entered with "N/A".
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE6.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.2/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.2 E6.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE6.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.2/5 Contract No. LCC-300
Contract No. LCC-300
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.2 E6.2 : Suspended Beams and Slabs
ITEM DESCRIPTION AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE6.2: Suspended Beams and Slabs
Page No. LSE6.2/1 ***
Page No. LSE6.2/2 ***
Page No. LSE6.2/3 ***
Page No. LSE6.2/4 ***
Page No. LSE6.2/5 ***
-------------------------------------------------------------------------------------------------------------
Total of Lump Sum Item LSE6.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.3 E6.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY
-------------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Walls; concrete category B
F642 thickness 150-300 mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish: type F5
Horizontal
G312 width 0.1-0.2 m m *** *** ***
Vertical
G342 width 0.1-0.2 m m *** *** ***
G344 width 0.4-1.22 m m2 *** *** ***
G345 width exceeding 1.22 m m2 *** *** ***
Concrete components of constant
cross-section
G386.1 intrusions; 25 (overall) x 20 mm deep m *** *** ***
G386.2 intrusions; 25 x 30 mm deep (overall) m *** *** ***
G386.3 intrusions; 100 (overall) x 20 mm deep m *** *** ***
G386.4 intrusions; 100 x 30 mm deep (overall) m *** *** ***
Reinforcement
Deformed high yield steel bars to BS 4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE6.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.3/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.3 E6.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY
-------------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Joints
Formed surface plain
G631 average width not exceeding 0.5 m m2 *** *** ***
Formed surface with and including 40 mm thick
polystyrene board joint filler with two hour fire
rating protection
G641 average width not exceeding 0.5 m m2 *** *** ***
G670 Sealed rebates or grooves; 40 mm wide approved
joint sealant on backing rod with two hour fire
rating protection m *** *** ***
Dowels; 16 mm diameter mild steel bars to BS 4449
G682 sleeved; 400 mm long; cast into one side of
joint, other side with and including 200 mm long
cast in plastic sleeve nr *** *** ***
Concrete accessories
Inserts
G832 other inserts; 200 x 400 x 20 mm thick Grade 43C
cast in steel plates (CP4) to BS 4360 with and
including 3 nr. 19 mm diameter x 100 mm long
Grade 410 shear studs through reinforced concrete
ribs or walls; projecting from one surface of the
concrete nr *** *** ***
ARCHITECTURAL COATINGS AND SPECIAL FINISHES
"Monokote" two hour fire protection spray paint or
products having equivalent functions or
performance
AT970 Metal sections m2 *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE6.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.3/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.3 E6.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate
charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity and
Rate columns entered with "N/A".
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE6.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.3 E6.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------
***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.3/4
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.3 E6.3 : Walls
ITEM DESCRIPTION AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE6.3 : Walls
Page No. LSE6.3/1 ***
Page No. LSE6.3/2 ***
Page No. LSE6.3/3 ***
Page No. LSE6.3/4 ***
-------------------------------------------------------------------------------------------------------------
Total of Lump Sum Item LSE6.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.3/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.4 E6.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of members for frames; weldable
structural steel Grade 43A to BS 4360
Columns; 100 x 100 x 5 mm thick square hollow
sections
M311.1 straight on plan t *** *** ***
Columns; 100 x 100 x 10 mm thick square hollow
sections
M311.2 straight on plan t *** *** ***
Beams; 203 x 133 mm x 25 kg/m universal beams
M321.1 straight on plan t *** *** ***
Beams; 305 x 165 mm x 40 kg/m universal beams
M321.2 straight on plan t *** *** ***
Beams; 305 x 165 mm x 46 kg/m universal beams
M321.3 straight on plan t *** *** ***
Beams; 406 x 178 mm x 54 kg/m universal beams
M321.4 straight on plan t *** *** ***
Beams; 406 x 178 mm x 74 kg/m universal beams
M321.5 straight on plan t *** *** ***
Beams; 610 x 229 mm x 125 kg/m universal beams
M321.6 straight on plan t *** *** ***
Beams; 127 x 64 mm channels
M321.7 straight on plan t *** *** ***
Beams; 203 x 76 mm channels
M321.8 straight on plan t *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE6.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.4/1
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.4 E6.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY
-------------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of members for frames; weldable
structural steel Grade 43A to BS 4360(Cont'd)
Beams; 70 x 70 x 6 mm thick angles
M321.9 straight on plan t *** *** ***
Beams; 125 x 75 x 8 mm thick angles
M321.10 straight on plan t *** *** ***
M380.1 Anchorages and holding down bolt assemblies;
comprising 2 nr. 16 mm diameter Grade 8.8 anchor
bolts, 350 x 120 x 10 mm thick base plate and 4
nr. 75 x 75 x 6 mm thick plate washers nr *** *** ***
Fabrication of members for lifts L-2 and L-3
framing; weldable structural steel to BS 4360;
Grade 43A
Columns; 168.3 mm diameter x 10 mm thick circular
hollow sections
M311.3 straight on plan t *** *** ***
Columns; 219.1 mm diameter x 16 mm thick circular
hollow sections
M311.4 straight on plan t *** *** ***
Beams; 250 x 150 x 12.5 mm thick rectangular
hollow sections
M321.11 straight on plan t *** *** ***
Cap plates; 5 mm thick
M391.1 straight on plan t *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE6.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.4/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.4 E6.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of members for louvre screen
supports; weldable structural steel to BS 4360;
Grade 43A
Columns; 100 x 100 x 5 mm thick square hollow
sections
M311.5 straight on plan t *** *** ***
Beams; 80 x 80 x 5 mm thick square hollow
sections
M321.12 straight on plan t *** *** ***
Bracings; 80 x 80 x 5 mm thick square hollow
sections
M361.1 straight on plan t *** *** ***
M380.2 Anchorages and holding down bolt assemblies;
comprising 4 nr. 16 mm diameter x 225 mm long
Grade 4.6 bolts, 250 x 250 x 20 mm thick base
plate, and 4 nr. 50 x 50 x 5 mm and 50 x 50 x
10 mm thick plate washers nr *** *** ***
Cap plates; 3 mm thick
M391.2 straight on plan t *** *** ***
Plates; 10 mm thick
M391.3 straight on plan t *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE6.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.4/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.4 E6.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of members for glazed wall supports
at ▇▇▇▇▇ ▇ ▇▇▇▇▇ ▇, ▇/▇-▇ and 23/N-P; weldable
structural steel Grade 43A to BS 4360
Columns; 300 x 200 x 12.5 mm thick rectangular
hollow sections
M311.6 straight on plan t *** *** ***
M380.3 Anchorages and holding down bolt assemblies;
comprising 2 nr. 16 mm diameter x 200 mm long
Grade 4.6 bolts, 400 x 320 x 20 mm thick base
plate and 4 nr. 60 x 60 x 10 mm thick plate
washers nr *** *** ***
M380.4 Anchorages and holding down bolt assemblies;
comprising 4 nr. 16 mm diameter x 200 mm long
Grade 4.6 bolts, 350 x 275 x 20 mm thick plate
and 8 nr. 60 x 60 x 10 mm thick plate washers nr *** *** ***
M380.5 Anchorages and holding down bolt assemblies;
comprising 2 nr. 16 mm diameter x 200 mm long
Grade 4.6 bolts, 350 x 275 x 20 mm thick plate
and 4 nr. 60 x 60 x 10 mm thick plate washers nr *** *** ***
M380.6 Anchorages and holding down bolt assemblies;
comprising 4 nr. 16 mm diameter x 200 mm long
Grade 4.6 bolts, 500 x 250 x 20 mm thick plate
and 8 nr. 60 x 60 x 10 mm thick plate washers nr *** *** ***
Plates; 300 x 150 x 10 mm thick
M391.4 straight on plan t *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE6.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.4/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.4 E6.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$
-------------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of members for glazed wall supports
at Level 3 Grid 9-19/P-Q; weldable structural steel
Grade 43A to BS 4360
Columns; 200 x 100 x 5 mm thick rectangular
hollow sections
M311.7 straight on plan t *** *** ***
Columns; 250 x 150 x 5 mm thick rectangular
hollow sections
M311.8 straight on plan t *** *** ***
M380.7 Anchorages and holding down bolt assemblies;
comprising 2 nr. 16 mm diameter x 200 mm long
Grade 4.6 bolts, 350 x 270 x 20 mm thick base
plate and 4 nr. 60 x 60 x 10 mm thick plate
washers nr *** *** ***
M380.8 Anchorages and holding down bolt assemblies;
comprising 2 nr. 16 mm diameter x 200 mm long
Grade 4.6 bolts, 350 x 300 x 20 mm thick base
plate and 2 nr. 60 x 60 x 10 mm thick plate
washers nr *** *** ***
M380.9 Anchorages and holding down bolt assemblies;
comprising 4 nr. 16 mm diameter x 200 mm long
Grade 4.6 bolts, 400 x 150 x 20 mm thick plate
and 8 nr. 60 x 60 x 10 mm thick plate washers nr *** *** ***
Plates; 10 mm thick
M391.5 straight on plan t *** *** ***
Plates; 12 mm thick
M391.6 straight on plan t *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE6.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.4/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.4 E6.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of members for glazed wall supports
at ▇▇▇▇▇ ▇ ▇▇▇▇▇▇ ▇▇▇▇▇ ▇, ▇/▇-▇ and 23/M-N;
weldable structural steel Grade 43A to BS 4360
Columns; 250 x 150 x 8 mm thick rectangular
hollow sections
M311.9 straight on plan t *** *** ***
M380.10 Anchorages and holding down bolt assemblies;
comprising 2 nr. 16 mm diameter x 200 mm long
Grade 4.6 bolts, 350 x 300 x 20 mm thick base
plate and 2 nr. 60 x 60 x 10 mm thick plate
washers nr *** *** ***
M380.11 Anchorages and holding down bolt assemblies;
comprising 4 nr. 16 mm diameter x 200 mm long
Grade 4.6 bolts, 350 x 275 x 20 mm thick plate
and 8 nr. 60 x 60 x 10 mm thick plate washers nr *** *** ***
M380.12 Anchorages and holding down bolt assemblies;
comprising 4 nr. 16 mm diameter x 200 mm long
Grade 4.6 bolts, 450 x 200 x 20 mm thick plate
and 8 nr. 60 x 60 x 10 mm thick plate washers nr *** *** ***
Plates; 10 mm thick
M391.7 straight on plan t *** *** ***
Fabrication of members for lighting and DB 1520
antenna support posts; weldable structural steel
Grade 43A to BS 4360
Columns; 114.3 mm diameter x 6.3 mm thick circular
hollow sections
M311.10 straight on plan t *** *** ***
Bracings; 60 x 60 x 3 mm thick rectangular hollow
sections
M361.2 straight on plan t *** *** ***
Vertical straps; 60 x 10 mm flats
M361.3 straight on plan t *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE6.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1 : 28 October 2002 LSE6.4/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.4 E6.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of members for lighting and DB 1520
antenna support posts; weldable structural steel
Grade 43A to BS 4360(Cont'd)
Rungs; 20 mm diameter rods
M361.4 straight on plan t *** *** ***
Horizontal straps; 25 x 10 mm flats
M361.5 straight on plan t *** *** ***
M380.13 Anchorages and holding down bolt assemblies;
comprising 4 nr. 20 mm diameter x 300 mm long
Grade 4.6 bolts, 300 x 300 x 20 mm thick base
plate, 4 nr. 50 x 50 x 6 mm and 4 nr. 50 x 50 x
10 mm thick plate washers nr *** *** ***
Cap plates; 5 mm thick
M391.8 straight on plan t *** *** ***
Fabrication of members for signage portals;
stainless steel; Grade 316
Portal frames; 135 mm diameter x 6 mm thick
circular hollow sections
M331.1 straight on plan t *** *** ***
Portal frames; 150 mm diameter x 6.3 mm thick
circular hollow sections
M331.2 straight on plan t *** *** ***
M380.14 Anchorages and holding down bolt assemblies;
comprising 4 nr. 16 mm diameter bolts with 25 kN
tension and 40 kN shear load capacity, 200 x 200
x 16 mm thick base plate and 4 nr. 50 x 50 x 8 mm
thick plate washers nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE6.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.4/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.4 E6.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of members for frames; weldable
structural steel Grade 43C to BS 4360
Cap plates; 5 mm thick
M391.9 straight on plan t *** *** ***
End plates; 6 mm thick
M391.10 straight on plan t *** *** ***
Cleat plates and bracket plates; 10 mm thick
M391.11 straight on plan t *** *** ***
End plates and plate stiffeners; 10 mm thick
M391.12 straight on plan t *** *** ***
Fabrication of other members for hoisting hooks;
weldable structural steel to BS 4360; Grade 43A
M480 Anchorages and anchor bolt assembles; comprising
4 nr. 24 mm diameter proprietary sockets, Grade
8.8 anchor bolts and 230 x 230 x 20 mm thick
plates nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE6.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.4/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.4 E6.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Erection of members for frames; weldable structural
steel Grade 43A to BS 4360
M620.1 Permanent erection t *** *** ***
Site bolts; Grade 8.8
M641.1 diameter not exceeding 16 mm nr *** *** ***
Erection of members for lifts L-2 and L-3
framing; weldable structural steel to BS 4360;
Grade 43A
M620.2 Permanent erection t *** *** ***
Erection of members for louvre screen supports;
weldable structural steel to BS 4360; Grade 43A
M620.3 Permanent erection t *** *** ***
Site bolts; Grade 8.8
M641.2 diameter not exceeding 16 mm nr *** *** ***
Erection of members for glazed wall supports at
▇▇▇▇▇ ▇ ▇▇▇▇▇ ▇, ▇/▇-▇ and 23/N-P; weldable
structural steel Grade 43A to BS 4360
M620.4 Permanent erection t *** *** ***
Site bolts; Grade 8.8
M641.3 diameter not exceeding 16 mm nr *** *** ***
Erection of members for glazed wall supports
at Level 3 Grid 9-19/P-Q; weldab1e structural
steel 43A to BS 4360
M620.5 Permanent erection t *** *** ***
Site bolts; Grade 8.8
M641.4 diameter not exceeding 16 mm nr *** *** ***
----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE6.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.4/9 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.4 E6.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Erection of members for glazed wall supports at
▇▇▇▇▇ ▇ ▇▇▇▇▇▇ ▇▇▇▇▇ ▇, ▇/▇-▇ and 23/M-N;
weldable structural steel Grade 43A to BS 4360
M620.6 Permanent erection t *** *** ***
Site bolts; Grade 8.8
M641.5 diameter not exceeding 16 mm nr *** *** ***
Erection of members for lighting and DB 1520
antenna support posts; weldable structural steel
Grade 43A to BS 4360
M620.7 Permanent erection t *** *** ***
Erection of members for signage portals;
stainless steel; Grade 316
M620.8 Permanent erection t *** *** ***
Erection of members for frames; weldable
structural steel Grade 43C to BS 4360
M620.9 Permanent erection t *** *** ***
Off-Site surface treatment
M860 Hot dip galvanizing to BS 729; 85 microns m2 *** *** ***
ARCHITECTURAL COATINGS AND SPECIAL FINISHES
"Monokote" two hour fire protection spray paint or
products having equivalent functions or
performance
AT970 Metal sections m2 *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE6.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.4/10 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.4 E6.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate
charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity and
Rate columns entered with "N/A".
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE6.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.4/11 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.4 E6.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE6.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.4/12 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.4 E6.4 : Structural Steelwork
ITEM DESCRIPTION AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE6.4 : Structural Steelwork
Page No. LSE6.4/1 ***
Page No. LSE6.4/2 ***
Page No. LSE6.4/3 ***
Page No. LSE6.4/4 ***
Page No. LSE6.4/5 ***
Page No. LSE6.4/6 ***
Page No. LSE6.4/7 ***
Page No. LSE6.4/8 ***
Page No. LSE6.4/9 ***
Page No. LSE6.4/10 ***
Page No. LSE6.4/11 ***
Page No. LSE6.4/12 ***
-------------------------------------------------------------------------------------------------------------
Total of Lump Sum Item LSE6.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.4/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.5 E6.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Other concrete forms; plinths; concrete category B
F680.1 350 x 350 x 992 mm thick m3 *** *** ***
F680.2 600 x 1325 x 200 mm thick m3 *** *** ***
F680.3 760 x 2075 x 200 mm thick m3 *** *** ***
F680.4 2200 x 3700 x 200 mm thick m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F4
Horizontal
G312 width 0.1-0.2 m m *** *** ***
Vertical
G342 width 0.1-0.2 m m *** *** ***
G343 width 0.2-0.4 m m2 *** *** ***
For voids
G371 small void depth not exceeding 0.5 m nr *** *** ***
G372 small void depth 0.5-1 m nr *** *** ***
G373 small void depth 1-2 m nr *** *** ***
G375 large void depth not exceeding 0.5 m nr *** *** ***
Reinforcement
Deformed high yield steel bars to BS 4449
G521 nominal size not exceeding to 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE6.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.5/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.5 E6.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
G670 Approved joint sealant with two hour fire rating
protection; 100 mm wide m *** *** ***
Concrete accessories
Inserts
G831.1 linear inserts; galvanized iron pipes to BS
1387 medium class, screwed joints; 50 mm nominal
bore; totally within the concrete volume m *** *** ***
G831.2 linear inserts; unplasticized polyvinyl chloride
pipes to BS 4660, solvent welded spigot and
socket joints; 200 mm nominal bore; totally
within the concrete volume m *** *** ***
G832.1 other inserts; unplasticized polyvinyl chloride
pipes to BS 4660, solvent welded spigot and
socket joints; 200 mm nominal bore x 750 mm long;
projecting from one surface of the concrete nr *** *** ***
G832.2 other inserts; unplasticized polyvinyl chloride
bends; 400 mm nominal bore; totally within the
concrete volume nr *** *** ***
G832.3 other inserts; 19 ▇▇ ▇▇▇▇▇ diameter x 90 mm long
Grade 410 shear studs with 30 mm diameter x 8 mm
thick head through reinforced concrete slabs or
beams; totally within the concrete volume nr *** *** ***
G832.4 other inserts; 16 mm diameter anchor bolts
through reinforced concrete slabs; projecting
from one surface of the concrete nr *** *** ***
G832.5 other inserts; fix and cast in only 2 nr. 16 mm
diameter holding down bolts through reinforced
concrete slabs or beams; projecting from one
surface of the concrete nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE6.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.5/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.5 E6.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Concrete accessories(Cont'd)
Inserts(Cont'd)
G832.6 other inserts; fix and cast in only 2 nr. 16 mm
diameter x 200 mm long holding down bolts through
reinforced concrete slabs, beams, plinths or
upstands; projecting from one surface of the
concrete nr *** *** ***
G832.7 other inserts; fix and cast in only 4 nr. 16 mm
diameter holding down bolts through reinforced
concrete slabs; projecting from one surface of
the concrete nr *** *** ***
G832.8 other inserts; fix and cast in only 4 nr. 16 mm
diameter x 200 mm long anchor bolts through
reinforced concrete slabs or beams; projecting
from one surface of the concrete nr *** *** ***
G832.9 other inserts; fix and cast in only 4 nr. 16 mm
diameter x 225 mm long holding down bolts through
reinforced concrete upstands; projecting from one
surface of the concrete nr *** *** ***
G832.10 other inserts; fix and cast in only 4 nr. 20 mm
diameter x 300 mm long bolts through reinforced
concrete plinths; projecting from one surface of
the concrete nr *** *** ***
G832.ll other inserts; 2 nr. 16 mm diameter x 90 mm long
ferrules through reinforced concrete walls;
projecting from one surface of the concrete nr *** *** ***
Grouting under plates
G841.1 area not exceeding 0.1 m2; 20 mm thick approved
non-shrink cementitious grout nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE6.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.5/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.5 E6.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Concrete accessories(Cont'd)
Grouting under plates(Cont'd)
G842.1 area 0.1-0.5 m2; 20 mm thick approved non-shrink
cementitious grout nr *** *** ***
Grouting under base plates
G841.2 area not exceeding 0.1 m2; 20 mm thick approved
non-shrink cementitious grout nr *** *** ***
G842.2 area 0.1-0.5 m2; 20 mm thick approved non-shrink
cementitious grout nr *** *** ***
Sealing openings with 2 hour fire-rated material
around sleeves
Openings in reinforced concrete walls, slabs or
beams
G999.1 area not exceeding 0.1 m2; 125 mm thick nr *** *** ***
G999.2 area not exceeding 0.1 m2; 200 mm thick nr *** *** ***
G999.3 area not exceeding 0.1 m2; 400 mm thick nr *** *** ***
G999.4 area not exceeding 0.1 m2; 900 mm thick nr *** *** ***
G999.5 area not exceeding 0.1 m2; 1500 mm thick nr *** *** ***
G999.6 area 0.1-0.5 m2; 125 mm thick nr *** *** ***
G999.7 area 0.1-0.5 m2; 160 mm thick nr *** *** ***
G999.8 area 0.1-0.5 m2; 200 mm thick nr *** *** ***
G999.9 area 0.5-1.0 m2; 125 mm thick nr *** *** ***
G999.10 area 0.5-1.0 m2; 160 mm thick nr *** *** ***
G999.ll area 1.0-3.0 m2; 160 mm thick nr *** *** ***
G999.12 area 3.0-5.0 m2; 150 mm thick nr *** *** ***
G999.13 area 5.0-7.0 m2; 160 mm thick nr *** *** ***
Openings in blockwalls
G999.14 area 0.1-0.5 m2; 160 mm thick nr *** *** ***
G999.15 area 0.1-0.5 m2; 200 mm thick nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE6.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.5/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.5 E6.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate
charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity and
Rate columns entered with "N/A".
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE6.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.5/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.5 E6.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE6.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.5/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E6 : Station (GL X1-27/M-Q, 28.82m-39.47m)
Lump Sum Item LSE6.5 E6.5 : BWIC with Services
ITEM DESCRIPTION AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE6.5 : BWIC with Services
Page No. LSE6.5/1 ***
Page No. LSE6.5/2 ***
Page No. LSE6.5/3 ***
Page No. LSE6.5/4 ***
Page No. LSE6.5/5 ***
Page No. LSE6.5/6 ***
-------------------------------------------------------------------------------------------------------------
Total of Lump Sum Item LSE6.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE6.5/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E7 : Station - Staircases
Lump Sum Item LSE7.1 E7.1 : Staircases
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Other concrete forms; steps, stairs and landings;
concrete category B
F681 waist; 150-300 mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F4
Horizontal
G315 width exceeding 1.22 m m2 *** *** ***
Sloping
G325 width exceeding 1.22 m m2 *** *** ***
Vertical
G341 width not exceeding 0.l m m *** *** ***
G342 width 0.1-0.2 m m *** *** ***
G343 width 0.2-0.4 m m2 *** *** ***
Reinforcement
Deformed high yield steel bars to BS 4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
Concrete accessories
Finishing of top surfaces
G813 class U2 finishes m2 *** *** ***
Inserts
G832 other inserts; 2 nr. 16 mm diameter anchor bolts
through reinforced concrete walls; projecting
from one surface of the concrete nr *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE7.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE7.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E7 : Station - Staircases
Lump Sum Item LSE7.1 E7.1 : Staircases
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Concrete accessories(Cont'd)
Grouting under brackets
G841 area not exceeding 0.1 m2; 10 mm thick approved
non-shrink cementitious grout nr *** *** ***
STRUCTURAL METALWORK
Fabrication of members for Stairs S1 to S6
framing; weldable structural steel Grade 43A to BS
4360
Horizontal rails; 200 x 100 x 5 mm thick
rectangular hollow sections
M361.1 straight on plan t *** *** ***
Vertical rails; 100 x 100 x 4 mm thick square
hollow sections
M361.2 straight on plan t *** *** ***
Brackets; 70 x 70 x 10 mm thick angles; 200 mm
long
M391.1 straight on plan t *** *** ***
Cap plates; 5 mm thick
M391.2 straight on plan t *** *** ***
Erection of members for Stairs S1 to S6 framing;
weldable structural steel Grade 43A to BS 4360
M620 Permanent erection t *** *** ***
Site bolts; Grade 8.8
M641.2 diameter not exceeding 16 mm nr *** *** ***
ARCHITECTURAL COATINGS AND SPECIAL FINISHES
"Monokote" two hour fire protection spray paint
or products having equivalent functions or
performance
AT970 Metal sections m2 *** *** ***
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE7.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE7.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E7 : Station - Staircases
Lump Sum Item LSE7.1 E7.1 : Staircases
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate
charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity and
Rate columns entered with "N/A".
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE7.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE7.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E7 : Station - Staircases
Lump Sum Item LSE7.1 E7.1 : Staircases
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE7.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE7.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E7 : Station - Staircases
Lump Sum Item LSE7.1 E7.1 : Staircases
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE7.1
: Staircases
Page No. LSE7.1/1 ***
Page No. LSE7.1/2 ***
Page No. LSE7.1/3 ***
Page No. LSE7.1/4 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSE7.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE7.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E8 : Station - Water Tanks
Lump Sum Item LSE8.1 E8.1 : Water Tanks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Suspended slabs; concrete category B
F631 thickness not exceeding 150 mm m3 *** *** ***
F632 thickness 150-300 mm m3 *** *** ***
F633 thickness 300-500 mm m3 *** *** ***
Walls; concrete category B
F642 thickness 150-300 mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F4
Horizontal
G315 width exceeding 1.22 m m2 *** *** ***
Sloping
G322 width 0.1-0.2 m m *** *** ***
Vertical
G341 width not exceeding 0.1 m m *** *** ***
G342 width 0.1-0.2 m m *** *** ***
G345 width exceeding 1.22 m m2 *** *** ***
For voids
G375 large void depth not exceeding 0.5 m nr *** *** ***
Construction joints
Formed surface plain
G631 average width not exceeding 0.5 m m2 *** *** ***
PVC waterstops; "Fosroc - Supercast
XHD watafoil" or products having
equivalent functions or performance
G653 width 200-300 mm m *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE8.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE8.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E8 : Station - Water Tanks
Lump Sum Item LSE8.1 E8.1 : Water Tanks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish; type F4
Concrete components of constant
cross-section
G381.1 beams; 250 x 300 mm deep;
integral with 200 mm thick slab m *** *** ***
G381.2 beams; 250 x 400 mm deep;
integral with 150 mm thick slab m *** *** ***
Reinforcement
Deformed high yield steel bars to
BS 4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE8.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE8.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E8 : Station - Water Tanks
Lump Sum Item LSE8.1 E8.1 : Water Tanks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of work
or obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in
this Lump Sum Breakdown and for
which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE8.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE8.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E8 : Station - Water Tanks
Lump Sum Item LSE8.1 E8.1 : Water Tanks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in accordance
with CESMM3 Section 7
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE8.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE8.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E8 : Station - Water Tanks
Lump Sum Item LSE8.1 E8.1 : Water Tanks
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE8.1
: Water Tanks
Page No. LSE8.1/1 ***
Page No. LSE8.1/2 ***
Page No. LSE8.1/3 ***
Page No. LSE8.1/4 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSE8.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE8.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5-45m-15.05m)
Lump Sum Item LSE9.1 E9.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Columns; concrete category B
F654 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇.▇▇-▇ ▇▇ ▇▇ *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F4
Concrete components of constant
cross-section
G382.1 columns; 600 x 1200 mm m *** *** ***
G382.2 columns; 1000 mm diameter m *** *** ***
Reinforcement
Deformed high yield steel bars to
BS 4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
G526 nominal size 32 mm t *** *** ***
G527 nominal size 40 mm t *** *** ***
G528 nominal size 50 mm or greater t *** *** ***
Joints
Formed surface with and including
50 mm thick polystyrene board joint
filler with two hour fire rating
protection
G641 average width not exceeding 0.5 m m2 *** *** ***
G670 Sealed rebates or grooves; 50 mm wide
approved sealant on backing rod
with two hour fire rating
protection m *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE9.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE9.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
Lump Sum Item LSE9.1 E9.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Concrete accessories
Inserts
G832 other inserts; 500 x 400 x 20 mm
thick Grade 43C cast in steel
plates (CP3)to BS 4360 with and
including 4 nr. 19 mm diameter x
100 mm long Grade 410 shear studs
through reinforced concrete
columns; totally within the
concrete volume; curved cylindrical
to one radius in one plane, radius
0.5 m nr *** *** ***
ARCHITECTURAL COATINGS AND SPECIAL
FINISHES
"Monokote" two hour fire protection
spray paint or products having
equivalent functions or performance
AT970 Metal sections m2 *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE9.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE9.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
Lump Sum Item LSE9.1 E9.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of work
or obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in
this Lump Sum Breakdown and for
which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE9.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE9.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
Lump Sum Item LSE9.1 E9.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in accordance
with CESMM3 Section 7
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE9.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE9.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
Lump Sum Item LSE9.1 E9.1 : Columns
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE9.1
: Columns
Page No. LSE9.1/1 ***
Page No. LSE9.1/2 ***
Page No. LSE9.1/3 ***
Page No. LSE9.1/4 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSE9.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE9.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
Lump Sum Item LSE9.2 E9.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Suspended slabs; concrete category B
F631 thickness not exceeding 150 mm m3 *** *** ***
F632 thickness 150-300 mm m3 *** *** ***
F634 thickness exceeding 500 mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F4
Horizontal
G315 width exceeding 1.22 m m2 *** *** ***
Concrete components of constant
cross-section
G381.1 beams; 325 x 900 mm deep; integral
with 175 mm thick slab m *** *** ***
G381.2 beams; 400 x 900 mm deep; integral
with 175 mm thick slab m *** *** ***
G381.3 beams; 500 x 900 mm deep; integral
with 175 mm thick slab m *** *** ***
G381.4 beams; 525 x 850 mm deep; integral
with 175 mm thick slab m *** *** ***
G381.5 beams; 525 x 900 mm deep; integral
with 175 mm thick slab m *** *** ***
G381.6 beams; 550 x 1350 mm deep; integral
with 175 mm thick slab m *** *** ***
G381.7 beams; 700 x 850 mm deep; integral
with 175 mm thick slab m *** *** ***
G381.8 beams; 700 x 900 mm deep; integral
with 175 mm thick slab m *** *** ***
G381.9 beams; 725 x 900 mm deep; integral
with 175 mm thick slab m *** *** ***
G381.10 beams; 850 x 850 mm deep; integral
with 175 mm thick slab m *** *** ***
G381.11 edge beams; 900 x 900 mm deep;
integral with 175 mm thick slab m *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE9.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE9.2/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
Lump Sum Item LSE9.2 E9.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish; type F4 (Cont'd)
Concrete components of constant
cross-section (Cont'd)
G381.12 beams; 900 x 1500 mm deep; integral
with 175 mm thick slab m *** *** ***
G381.13 beams; 950 x 850 mm deep; integral
with 175 mm thick slab m *** *** ***
G381.14 beams; 1100 x 850 mm deep; integral
with 175 mm thick slab m *** *** ***
G381.15 beams; 1100 x 900 mm deep; integral
with 175 mm thick slab m *** *** ***
G381.16 beams; 1225 x 900 mm deep; integral
with 175 mm thick slab m *** *** ***
G381.17 beams; 1295 x 900 mm deep; integral
with 175 mm thick slab m *** *** ***
G381.18 beams; 1300 x 900 mm deep; integral
with 175 mm thick slab m *** *** ***
G381.19 beams; 1320 x 900 mm deep; integral
with 175 mm thick slab m *** *** ***
G381.20 beams; 1500 x 900 mm deep; integral
with 175 mm thick slab m *** *** ***
G381.21 edge beams; 1700 x 900 mm deep;
integral with 225 mm thick slab m *** *** ***
Reinforcement
Deformed high yield steel bars to
BS 4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
G526 nominal size 32 mm t *** *** ***
G527 nominal size 40 mm t *** *** ***
G528 nominal size 50 mm or greater t *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE9.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE9.2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
Lump Sum Item LSE9.2 E9.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Reinforcement(Cont'd)
Steel fabric to BS 4483
G566 nominal mass 6-7 kg/m2; fabric
reference A393 m2 *** *** ***
Special joints; threaded type
proprietary couplers with screw
caps
G550.1 to 16 mm diameter deformed high
yield steel bars to BS 4449 nr *** *** ***
G550.2 to 25 mm diameter deformed high
yield steel bars to BS 4449 nr *** *** ***
G550.3 to 32 mm diameter deformed high
yield steel bars to BS 4449 nr *** *** ***
G550.4 to 40 mm diameter deformed high
yield steel bars to BS 4449 nr *** *** ***
Joints
Formed surface with and including
50 mm thick polystyrene board joint
filler with two hour fire rating
protection
G641 average width not exceeding 0.5 m m2 *** *** ***
G670 Sealed rebates or grooves; 50 mm
wide approved sealant on backing
rod with two hour fire rating
protection m *** *** ***
Concrete accessories
Finishing of top surfaces
G813 class U2 finishes m2 *** *** ***
MISCELLANEOUS METALWORK
Galvanized steel
"Bondek II" profiled sheeting or
products having equivalent
functions or performance; 0.75 mm
thick; with 55 mm overall high
embossed dovetail ribs and 28 mm
wide flutes
N170 under suspended concrete slabs m2 *** *** ***
Proprietary slab edge form
N199 to edges of 125 thick concrete
slabs m *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE9.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE9.2/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
Lump Sum Item LSE9.2 E9.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of work
or obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in
this Lump Sum Breakdown and for
which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE9.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE9.2/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
Lump Sum Item LSE9.2 E9.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in accordance
with CESMM3 Section 7
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE9.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE9.2/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
Lump Sum Item LSE9.2 E9.2 : Suspended Beams and Slabs
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE9.2
: Suspended Beams and Slabs
Page No. LSE9.2/1 ***
page No. LSE9.2/2 ***
Page No. LSE9.2/3 ***
Page No. LSE9.2/4 ***
Page No. LSE9.2/5 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSE9.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE9.2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
Lump Sum Item LSE9.3 E9.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Walls; concrete category B
F642 thickness 150-300 mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F5
Horizontal
G312 width 0.1-0.2 m m *** *** ***
Vertical
G342 width 0.1-0.2 m m *** *** ***
G343 width 0.2-0.4 m m2 *** *** ***
G344 width 0.4-1.22 m m2 *** *** ***
G345 width exceeding 1.22m m2 *** *** ***
Concrete components of constant
cross-section
G386.1 intrusions; 25 (overall) x 20 mm
deep m *** *** ***
G386.2 intrusions; 25 x 30 mm deep
(overall) m *** *** ***
G386.3 intrusions; 100 (overall) x 20 mm
deep m *** *** ***
G386.4 intrusions; 100 x 30 mm deep
(overall) m *** *** ***
Reinforcement
Deformed high yield steel bars to
BS 4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE9.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE9.3/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
Lump Sum Item LSE9.3 E9.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Joints
Formed surface plain
G631 average width not exceeding 0.5 m m2 *** *** ***
Formed surface with and including
20 mm thick polystyrene board joint
filler
G641.1 average width not exceeding 0.5 m m2 *** *** ***
Formed surface with and including
30 mm thick polystyrene board joint
filler
G641.2 average width not exceeding 0.5 m m2 *** *** ***
Formed surface with and including
40 mm thick polystyrene board joint
filler
G641.3 average width not exceeding 0.5 m m2 *** *** ***
G670.1 Sealed rebates or grooves; 20 mm
wide approved sealant on backing
rod with two hour fire rating
protection m *** *** ***
G670.2 Sealed rebates or grooves; 30 mm
wide approved sealant on backing
rod with two hour fire rating
protection m *** *** ***
G670.3 Sealed rebates or grooves; 40 mm
wide approved sealant on backing
rod with two hour fire rating
protection m *** *** ***
Dowels; 10 mm diameter mild steel
bars to BS 4449
G682.1 sleeved; 400 mm long; cast into one
side of joint, other side with and
including 200 mm long cast in
plastic sleeve nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE9.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE9.3/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
Lump Sum Item LSE9.3 E9.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Joints (Cont'd)
Dowels; 16 mm diameter mild steel
bars to BS 4449
G682.2 sleeved; 400 mm long; cast into one
side of joint, other side with and
including 200 mm long cast in
plastic sleeve nr *** *** ***
G682.3 sleeved; 530 mm long; cast into one
side of joint, other side with and
including 280 mm long cast in
plastic sleeve nr *** *** ***
Dowels; 20 mm diameter mild steel
bars to BS 4449
G682.4 sleeved; 640 mm long; cast into one
side of joint, other side with and
including 325 mm long cast in
plastic sleeve nr *** *** ***
Dowels; 25 mm diameter mild steel
bars to BS 4449
G682.5 sleeved; 640 mm long; cast into one
side of joint, other side with and
including 325 mm long cast in
plastic sleeve nr *** *** ***
Concrete accessories
Inserts
G832 other inserts; 200 x 400 x 20 mm
thick Grade 43C cast in steel
plates (CP4) to BS 4360 with and
including 3 nr. 19 mm diameter x
100 mm long Grade 410 shear studs
through reinforced concrete ribs or
walls; projecting from one surface
of the concrete nr *** *** ***
ARCHITECTURAL COATINGS AND SPECIAL
FINISHES
"Monokote" two hour fire protection
spray paint or products having
equivalent functions or performance
AT970 Metal sections m2 *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE9.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE9.3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
Lump Sum Item LSE9.3 E9.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of work
or obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in
this Lump Sum Breakdown and for
which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE9.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE9.3/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
Lump Sum Item LSE9.3 E9.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in accordance
with CESMM3 Section 7
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE9.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE9.3/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
Lump Sum Item LSE9.3 E9.3 : Walls
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE9.3
: Walls
Page No. LSE9.3/1 ***
Page No. LSE9.3/2 ***
Page No. LSE9.3/3 ***
Page No. LSE9.3/4 ***
Page No. LSE9.3/5 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSE9.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE9.3/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
Lump Sum Item LSE9.4 E9.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of members for frames:
weldable structural steel Grade 43A
to BS 4360
Beams; 203 x 133 mm x 25 kg/m
universal beams
M321.1 straight on plan t *** *** ***
Beams; 305 x 165 mm x 40 kg/m
universal beams
M321.2 straight on plan t *** *** ***
Beams; 70 x 70 x 6 mm thick angles
M321.3 straight on plan t *** *** ***
Fabrication of members for frames;
weldable structural steel Grade 43C
to BS 4360
Cleat plates; 10 mm thick
M391 straight on plan t *** *** ***
Erection of members for frames;
weldable structural steel Grade 43A
to BS 4360
M620.1 Permanent erection t *** *** ***
Site bolts; Grade 8.8
M642 diameter 16 - 20 mm nr *** *** ***
Erection of members for frames;
weldable structural steel Grade 43C
to BS 4360
M620.2 Permanent erection t *** *** ***
ARCHITECTURAL COATINGS AND SPECIAL
FINISHES
"Monokote" two hour fire protection
spray paint or products having
equivalent functions or performance
AT970 Metal sections m2 *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE9.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE9.4/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
Lump Sum Item LSE9.4 E9.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of work
or obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in
this Lump Sum Breakdown and for
which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE9.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE9.4/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
Lump Sum Item LSE9.4 E9.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in accordance
with CESMM3 Section 7
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE9.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE9.4/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
Lump Sum Item LSE9.4 E9.4 : Structural Steelwork
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE9.4
: Structural Steelwork
Page No. LSE9.4/1 ***
Page No. LSE9.4/2 ***
Page No. LSE9.4/3 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSE9.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE9.4/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
Lump Sum Item LSE9.5 E9.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish; type F4
Horizontal
G312 width 0-1-0.2 m m *** *** ***
Vertical
G342 width 0.1-0.2 m m *** *** ***
For voids
G371 small void depth not exceeding 0.5 m nr *** *** ***
G372 small void depth 0.5-1 m nr *** *** ***
G375 large void depth not exceeding 0.5 m nr *** *** ***
Joints
G670 Approved joint sealant with two
hour fire rating protection; 100 mm
wide m *** *** ***
Concrete accessories
Inserts
G831.1 linear inserts; galvanized iron
pipes to BS 1387 medium class,
screwed joints; 50 mm nominal bore;
totally within the concrete volume m *** *** ***
G831.2 linear inserts; unplasticized
polyvinyl chloride pipes to BS
4660, solvent welded spigot and
socket joints; 200 mm nominal bore;
totally within the concrete volume m *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE9.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE9.5/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
Lump Sum Item LSE9.5 E9.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Concrete accessories(Cont'd)
Inserts(Cont'd)
G832.1 other inserts; unplasticized
polyvinyl chloride pipes to BS
4660, solvent welded spigot and
socket joints; 200 mm nominal bore
x 750 mm long; projecting from one
surface of the concrete nr *** *** ***
G832.2 other inserts; unplasticized
polyvinyl chloride bends; 400 mm
nominal bore; totally within the
concrete volume nr *** *** ***
G832.3 other inserts; 19 ▇▇ ▇▇▇▇▇ diameter
x 90 mm long Grade 410 shear studs
with 30 mm diameter x 8 mm thick
head through reinforced concrete
slabs or beams; totally within the
concrete volume nr *** *** ***
G832.4 other inserts; 12 mm diameter Grade
8.8 anchor bolts with 20 kN shear
capacity through reinforced
concrete walls or columns;
projecting from one surface of the
concrete nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE9.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE9.5/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
Lump Sum Item LSE9.5 E9.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Sealing openings with 2 hour
fire-rated material around sleeves
Openings in reinforced concrete
walls, slabs or beams
G999.1 area not exceeding 0.1 m2; 160 mm
thick nr *** *** ***
G999.2 area not exceeding 0.1 m2; 175 mm
thick nr *** *** ***
G999.3 area not exceeding 0.1 m2; 225 mm
thick nr *** *** ***
G999.4 area not exceeding 0.1 m2; 250 mm
thick nr *** *** ***
G999.5 area not exceeding 0.1 m2; 900 mm
thick nr *** *** ***
G999.6 area 0.1-0.5 m2; 125 mm thick nr *** *** ***
G999.7 area 0.1-0.5 m2; 160 mm thick nr *** *** ***
G999.8 area 0.1-0.5 m2; 175 mm thick nr *** *** ***
G999.9 area 0.1-0.5 m2; 225 mm thick nr *** *** ***
G999.10 area 0.5-1.0 m2; 125 mm thick nr *** *** ***
G999.11 area 0.5-1.0 m2; 160 mm thick nr *** *** ***
G999.12 area 0.5-1.0 m2; 175 mm thick nr *** *** ***
G999.13 area 1.0-3.0 m2; 160 mm thick nr *** *** ***
G999.14 area 1.0-3.0 m2; 175 mm thick nr *** *** ***
G999.15 area 3.0-5.0 m2; 160 mm thick nr *** *** ***
G999.16 area 5.0-7.0 m2; 160 mm thick nr *** *** ***
G999.17 area 7.0-9.0 m2; 175 mm thick nr *** *** ***
Openings in blockwalls
G999.18 area 0.1-0.5 m2; 160 mm thick nr *** *** ***
G999.19 area 0.1-0.5 m2; 200 mm thick nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE9.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE9.5/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
Lump Sum Item LSE9.5 E9.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of work
or obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in
this Lump Sum Breakdown and for
which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE9.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE9.5/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
Lump Sum Item LSE9.5 E9.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in accordance
with CESMM3 Section 7
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE9.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE9.5/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E9 : Immigration (GL C-M/9-19, 5.45m-15.05m)
Lump Sum Item LSE9.5 E9.5 : BWIC with Services
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE9.5
: BWIC with Services
Page No. LSE9.5/1 ***
Page No. LSE9.5/2 ***
Page No. LSE9.5/3 ***
Page No. LSE9.5/4 ***
Page No. LSE9.5/5 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSE9.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE9.5/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.1 E10.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Columns; concrete category B
F654 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇.▇▇-▇ ▇▇ ▇▇ *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F4
Concrete components of constant
cross-section
G382 columns; 900 mm diameter m *** *** ***
Reinforcement
Deformed high yield steel bars to
BS 4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
G526 nominal size 32 mm t *** *** ***
G527 nominal size 40 mm t *** *** ***
G528 nominal size 50 mm or greater t *** *** ***
Joints
Formed surface with and including
50 mm thick polystyrene board joint
filler with two hour fire rating
protection
G641 average width not exceeding 0.5 m m2 *** *** ***
G670 Sealed rebates or grooves; 50 mm
wide approved sealant on backing
rod with two hour fire rating
protection m *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE10.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.1 E10.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Concrete accessories
Inserts
G832.1 other inserts; 225 x 400 x 20 mm
thick Grade 43C cast in steel
plates (CP9) to BS 4360 with and
including 2 nr. 19 mm diameter x
100 mm long Grade 410 shear studs
through reinforced concrete
columns; totally within the
concrete volume; curved cylindrical
to one radius in one plane, radius
0.45 m nr *** *** ***
G832.2 other inserts; 500 x 400 x 20 mm
thick Grade 43C cast in steel
plates (CP2) to BS 4360 with and
including 4 nr. 19 mm diameter x
100 mm long Grade 410 shear studs
through reinforced concrete
columns; totally within the
concrete volume; curved cylindrical
to one radius in one plane, radius
0.45 m nr *** *** ***
ARCHITECTURAL COATINGS AND SPECIAL
FINISHES
"Monokote" two hour fire protection
spray paint or products having
equivalent functions or performance
AT970 Metal sections m2 *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE10.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.1 E10.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of work
or obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in
this Lump Sum Breakdown and for
which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE10.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.1 E10.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in accordance
with CESMM3 Section 7
--------------------------------------------------------------------------------------------------------
Total of Lump Sum Item LSE10.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.1 E10.1 : Columns
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMPSUM ITEM LSE10.1
: Columns
Page No. LSE10.1/1 ***
Page No. LSE10.1/2 ***
Page No. LSEl0.1/3 ***
Page No. LSE10.1/4 ***
--------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE10.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.2 E10.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
placing of reinforced concrete
Suspended slabs; concrete category
B
F631 thickness not exceeding 150 mm m3 *** *** ***
F633 thickness 300-500 mm m3 *** *** ***
F634 thickness exceeding 500 mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F4
Horizontal
G315 width exceeding 1.22 m m3 *** *** ***
Vertical
G341 width not exceeding 0.l m m *** *** ***
Concrete components of constant
cross-section
G381.1 beams; 350 x 1500mm deep;
integral with 175 mm thick slab m *** *** ***
G381.2 beams; 400 x 900 mm deep;
integral with 175 mm thick slab m *** *** ***
G381.3 edge beams; 400 x 900 mm deep;
integral with 175 mm thick slab m *** *** ***
G381.4 beams; 475 x 900 mm deep;
integral with 175 mm thick slab m *** *** ***
G381.5 beams; 500 x 900 mm deep;
integral with 175 mm thick slab m *** *** ***
G381.6 beams; 700 x 900 mm deep;
integral with 175 mm thick slab m *** *** ***
G381.7 beams; 725 x 900 mm deep;
integral with 175 mm thick slab m *** *** ***
G381.8 beams; 745 x 900 mm deep;
integral with 175 mm thick slab m *** *** ***
G381.9 beams; 900 x 900 mm deep;
integral with 175 mm thick slab m *** *** ***
G381.10 edge beams; 900 x 900 mm deep;
integral with 200 mm thick slab m *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE10.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.2/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.2 E10.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish: type F4(Cont'd)
Concrete components of constant
cross-section(Cont'd)
G381.ll beams; 900 x 1500 mm deep;
integral with 175 mm thick slab m *** *** ***
G381.12 edge beams; 900 x 1500 mm deep;
integral with 175 mm thick slab m *** *** ***
G381.13 beams; 1000 x 900 mm deep;
integral with 175 mm thick slab m *** *** ***
G381.14 beams; 1050 x 900 mm deep;
integral with 175 mm thick slab m *** *** ***
G381.15 beams; 1495 x 900 mm deep;
integral with 175 mm thick slab m *** *** ***
G381.16 beams; 1500 x 900 mm deep;
integral with 175 mm thick slab m *** *** ***
G381.17 beams; 1500 x 1500 mm deep;
integral with 175 mm thick slab m *** *** ***
Reinforcement
Deformed high yield steel bars to
BS 4449
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
G526 nominal size 32 mm t *** *** ***
G527 nominal size 40 mm t *** *** ***
Special joints; threaded type
proprietary couplers with screw
caps
G550.1 to 32 mm diameter deformed high
yield steel bars to BS 4449 nr *** *** ***
G550.2 to 40 mm diameter deformed high
yield steel bars to BS 4449 nr *** *** ***
Steel fabric to BS 4483
G566 nominal mass 6-7 kg/m2; fabric
reference A393 m2 *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE10.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.2 E10.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Concrete accessories(Cont'd)
Joints
Formed surface with and including
50 mm thick polystyrene board joint
filler with two hour fire rating
protection
G641 average width not exceeding 0.5m m2 *** *** ***
G670 Sealed rebates or grooves; 50 mm
wide approved sealant on backing
rod with two hour fire rating
protection m *** *** ***
Concrete accessories
Finishing of top surfaces
G813 class U2 finishes m2 *** *** ***
Inserts
G831 linear inserts; 90 x 90 x 8 mm
thick cast in galvanized mild
steel angles with and including
12 mm diameter anchor bars at
250 mm centres through
reinforced slabs or beams;
totally within the concrete
volume m *** *** ***
G832 other inserts; fix and cast in
only 4 nr. 24 mm diameter
proprietary sockets and Grade 8.8
bolts through reinforced concrete
slabs; projecting from one
surface of the concrete nr *** *** ***
MISCELLANEOUS METALWORK
Galvanized steel
"Bondek II" profiled sheeting or
products having equivalent
functions or performance; 0.75mm
thick; with 55 mm overall high
embossed dovetail ribs and 28 mm
wide flutes
N170 under suspended concrete slabs m2 *** *** ***
Proprietary slab edge form
N199 to edges of 125 thick concrete
slabs m *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE10.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.2/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.2 E10.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
ARCHITECTURAL COATINGS AND SPECIAL
FINISHES
"MonoKote" two hour fire protection
spray paint or products having
equivalent functions or performance
AT970 Metal sections m2 *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE10.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.2/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.2 E10.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of work
or obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in
this Lump Sum Breakdown and for
which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE10.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.2/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.2 E10.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in accordance
with CESMM3 Section 7
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE10.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.2/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.2 E10.2 : Suspended Beams and Slabs
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE10.2
: Suspended Beams and Slabs
Page No. LSE10.2/1 ***
Page No. LSE10.2/2 ***
Page No. LSE10.2/3 ***
Page No. LSE10.2/4 ***
Page No. LSE10.2/5 ***
Page No. LSE10.2/6 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSE10.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.3 E10.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Walls; concrete category B
F642 thickness 150-300 mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish : type F5
Horizontal
G312 width 0.1-0.2 m m *** *** ***
Vertical
G342 width 0.1-0.2 m m *** *** ***
G343 width 0.2-0.4 m m2 *** *** ***
G344 width 0.4-1.22 m m2 *** *** ***
G345 width exceeding 1.22 m m2 *** *** ***
Concrete components of constant
cross-section
G386.1 intrusions; 25 (overall) x 20
mm deep m *** *** ***
G386.2 intrusions; 25 x 30 mm deep
(overall) m *** *** ***
G386.3 intrusions; 100 (overall) x 20
mm deep m *** *** ***
G386.4 intrusions; 100 x 30 mm deep
(overall) m *** *** ***
Reinforcement
Deformed high yield steel bars to
BS 4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE10.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.3/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.3 E10.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Joints
Formed surface plain
G631 average width not exceeding 0.5 m m2 *** *** ***
Formed surface with and including
20 mm thick polystyrene board joint
filler
G641.1 average width not exceeding 0.5 m m2 *** *** ***
Formed surface with and including
30 mm thick polystyrene board joint
filler with two hour fire rating
protection
G641.2 average width not exceeding
0.5 m m2 *** *** ***
G670.1 Sealed rebates or grooves; 20 mm
wide approved sealant on backing
rod with two hour fire rating
protection m *** *** ***
G670.2 Sealed rebates or grooves; 30 mm
wide approved joint sealant on
backing rod with two hour fire
rating protection m *** *** ***
Dowels; 16 mm diameter mild steel
bars to BS 4449
G682.1 sleeved; 400 mm long; cast into
one side of joint, other side
with and including 200 mm long
cast in plastic sleeve nr *** *** ***
G682.2 sleeved; 530 mm long; cast into
one side of joint, other side
with and including 280 mm long
cast in plastic sleeve nr *** *** ***
Dowels; 20 mm diameter mild steel
bars to BS 4449
G682.3 sleeved; 405 mm long; cast into
one side of joint, other side
with and including 150 mm long
cast in plastic sleeve nr *** *** ***
Dowels; 25 mm diameter mild steel
bars to BS 4449
G682.4 sleeved; 405 mm long; cast into
one side of joint, other side
with and including 150 mm long
cast in plastic sleeve nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE10.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.3/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.3 E10.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Concrete accessories
Inserts
G832 other inserts; 200 x 400 x 20 mm
thick Grade 43C cast in steel
plates (CP4) to BS 4360 with and
including 3 nr. 19 mm diameter x
100 mm long Grade 410 shear studs
through reinforced concrete ribs or
walls; projecting from one surface
of the concrete nr *** *** ***
ARCHITECTURAL COATINGS AND SPECIAL
FINISHES
"Monokote" two hour fire protection
spray paint or products having
equivalent functions or performance
AT970 Metal sections m2 *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE10.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.3 E10.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of work
or obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in
this Lump Sum Breakdown and for
which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE10.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.3/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.3 E10.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in accordance
with CESMM3 Section 7
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE10.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.3/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.3 E10.3 : Walls
ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE10.3 : Walls
Page No. LSE10.3/1 ***
Page No. LSE10.3/2 ***
Page No. LSE10.3/3 ***
Page No. LSE10.3/4 ***
Page No. LSE10.3/5 ***
----------------------------------------------------------------------------
Total of Lump Sum Item LSE10.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.3/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.4 E10.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of members for frames; weldable
structural steel Grade 50C to BS 4360
Columns; 100 x 100 x 5 mm thick square hollow
sections
M311.1 straight on plan t *** *** ***
Beams; 305 x 165 mm x 46 kg/m universal beams
M321.1 straight on plan t *** *** ***
Beams; 406 x 178 mm x 74 kg/m universal beams
M321.2 straight on plan t *** *** ***
Beams; 203 x 76 mm channels
M321.3 straight on plan t *** *** ***
Beams; 70 x 70 x 6 mm thick angles
M321.4 straight on plan t *** *** ***
Beams; 150 x 90 x 10 mm thick angles
M321.5 straight on plan t *** *** ***
Hangers; 100 x 100 x 10 mm thick square hollow
sections
M361 straight on plan t *** *** ***
M380.1 Anchorages and holding down bolt assemblies;
comprising 2 nr. 16 mm diameter Grade 8.8 anchor
bolts, 350 x 120 x 10 mm thick base plate and 4
nr. 75 x 75 x 6 mm thick plate washers nr *** *** ***
Fabrication of members for glazed wall supports
at ▇▇▇▇▇ ▇ ▇▇▇▇ ▇-▇: weldable structural steel
Grade 43A to BS 4360
Columns; 250 x 150 x 6.3 mm thick rectangular
hollow sections
M311.2 straight on plan t *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE10.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.4/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.4 E10.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of members for glazed wall supports
at Level 1 Grid B-C; weldable structural steel
Grade 43A to BS 4360 (Cont'd)
M380.2 Anchorages and holding down bolt assemblies;
comprising 2 nr. 16 mm diameter x 200 mm long
Grade 4.6 bolts, 400 x 350 x 20 mm thick base
plate and 4 nr. 60 x 60 x 10 mm thick plate
washers nr *** *** ***
M380.3 Anchorages and holding down bolt assemblies;
comprising 4 nr. 16 mm diameter x 200 mm long
Grade 4.6 bolts, 400 x 350 x 20 mm thick plate
and 8 nr. 60 x 60 x 10 mm thick plate washers nr *** *** ***
Plates; 250 x 150 x 10 mm thick
M391.1 straight on plan t *** *** ***
Fabrication of members for frames; weldable
structural steel Grade 43C to BS 4360
Cap plates; 5 mm thick
M391.2 straight on plan t *** *** ***
Cap plates and end plates; 6 mm thick
M391.3 straight on plan t *** *** ***
End plates and plate stiffeners; 10 mm thick
M391.4 straight on plan t *** *** ***
Cleat plates; 10 mm thick
M391.5 straight on plan t *** *** ***
Fitted plates; 16 mm thick
M391.6 straight on plan t *** *** ***
Side plates and plate stiffeners; 20 mm thick
M391.7 straight on plan t *** *** ***
Plate washers; 25 mm thick
M391.8 straight on plan t *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE10.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.4/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.4 E10.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of other members for hoisting hooks:
weldable structural steel to BS 4360; Grade 43A
M480 Anchorages and anchor bolt assemblies; comprising
4 nr. 24 mm diameter proprietary sockets, Grade
8.8 anchor bolts and 230 x 230 x 20 mm thick
plates nr *** *** ***
Erection of members for frames; weldable
structural steel Grade 50C to BS 4360
M620.1 Permanent erection t *** *** ***
Site bolts; Grade 8.8
M641.1 diameter not exceeding 16 mm nr *** *** ***
M642 diameter 16 - 20 mm nr *** *** ***
Site bolts; Grade 10.9
M655 diameter 30 - 36 mm nr *** *** ***
Erection of members for glazed wall supports at
Level 1 Grid B-C; weldable structural steel to BS
4360; Grade 43A
M620.2 Permanent erection t *** *** ***
Site bolts; Grade 8.8
M641.2 diameter not exceeding 16 mm nr *** *** ***
Erection of members for frames; weldable
structural steel Grade 43C to BS 4360
M620.3 Permanent erection t *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE10.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.4/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.4 E10.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PAINTING
Epoxy paint; first coat of 2 pack epoxy zinc
phosphate 70 microns (KP1A), second coat of 2
pack high build epoxy MIO 100 microns (KU1B) and
finishing coat of 2 pack high build epoxy MIO
100 microns (KU2D)
V770 Metal sections m2 *** *** ***
ARCHITECTURAL COATINGS AND SPECIAL FINISHES
"Monokote" two hour fire protection spray paint
or products having equivalent functions or
performance
AT970 Metal sections m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE10.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.4/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.4 E10.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate
charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity and
Rate columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE10.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.4/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.4 E10.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE10.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.4/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.4 E10.4 : Structural Steelwork
ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE10.4
: Structural Steelwork
Page No. LSE10.4/1 ***
Page No. LSE10.4/2 ***
Page No. LSE10.4/3 ***
Page No. LSE10.4/4 ***
Page No. LSE10.4/5 ***
Page No. LSE10.4/6 ***
----------------------------------------------------------------------------
Total of Lump Sum Item LSE10.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.4/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.5 E10.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish; type F4
Horizontal
G312 width 0.1-0.2 m m *** *** ***
Vertical
G342 width 0.1-0.2 m m *** *** ***
For voids
G371 small void depth not exceeding 0.5 m nr *** *** ***
G375 large void depth not exceeding 0.5 m nr *** *** ***
Joints
G670 Approved joint sealant with two hour fire rating
protection; 100 mm wide m *** *** ***
Concrete accessories
Inserts
G831.1 linear inserts; galvanized iron pipes to BS 1387
medium class, screwed joints; 50 mm nominal bore;
totally within the concrete volume m *** *** ***
G831.2 linear inserts; unplasticized polyvinyl chloride
pipes to BS 4660, solvent welded spigot and
socket joints; 200 mm nominal bore; totally
within the concrete volume m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE10.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.5/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.5 E10.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Concrete accessories (Cont'd)
Inserts (Cont'd)
G832.1 other inserts; unplasticized polyvinyl chloride
pipes to BS 4660, solvent welded spigot and
socket joints; 200 mm nominal bore x 750 mm long;
projecting from one surface of the concrete nr *** *** ***
G832.2 other inserts; unplasticized polyvinyl chloride
bends; 400 mm nominal bore; totally within the
concrete volume nr *** *** ***
G832.3 other inserts; 60 mm diameter mild steel sleeves
through reinforced concrete beams; totally within
the concrete volume nr *** *** ***
G832.4 other inserts; 19 ▇▇ ▇▇▇▇▇ diameter x 90 mm long
Grade 410 shear studs with 30 mm diameter x 8 mm
thick head through reinforced concrete slabs or
beams, totally within the concrete volume nr *** *** ***
G832.5 other inserts; 12 mm diameter Grade 8.8 anchor
bolts with 20 kN shear capacity through
reinforced concrete walls or columns; projecting
from one surface of the concrete nr *** *** ***
G832.6 other inserts; 16 mm diameter Grade 8.8 anchor
bolts with 30 kN shear capacity through
reinforced concrete walls or columns; projecting
from one surface of the concrete nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE10.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.5/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.5 E10.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Concrete accessories (Cont'd)
Inserts (Cont'd)
G832.7 other inserts; fix and cast in only 2 nr. 16 mm
diameter holding down bolts through reinforced
concrete slabs or beams; projecting from one
surface of the concrete nr *** *** ***
G832.8 other inserts; fix and cast in only 2 nr. 16 mm
diameter x 200 mm long holding down bolts through
reinforced concrete slabs, beams, plinths or
upstands; projecting from one surface of the
concrete nr *** *** ***
G832.9 other inserts; fix and cast in only 4 nr. 16 mm
diameter x 200 mm long anchor bolts through
reinforced concrete slabs or beams; projecting
from one surface of the concrete nr *** *** ***
Grouting under plates
G842.1 area 0.1-0.5 m2; 20 mm thick approved non-shrink
cementitious grout nr *** *** ***
Grouting under base plates
G842.2 area 0.1-0.5 m2; 20 mm thick approved non-shrink
cementitious grout nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE10.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.5/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.5 E10.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Sealing openings with 2 hour fire-rated material
around sleeves
Openings in reinforced concrete walls, slabs or
beams
G999-1 area not exceeding 0.1 m2; 125 mm thick nr *** *** ***
G999.2 area not exceeding 0.1 m2; 160 mm thick nr *** *** ***
G999.3 area not exceeding 0.1 m2; 175 mm thick nr *** *** ***
G999.4 area not exceeding 0.1 m2; 225 mm thick nr *** *** ***
G999.5 area 0.1-0.5 m2; 160 mm thick nr *** *** ***
G999.6 area 0.1-0.5 m2; 175 mm thick nr *** *** ***
G999.7 area 0.5-1.0 m2; 160 mm thick nr *** *** ***
G999.8 area 0.5-1.0 m2; 175 mm thick nr *** *** ***
G999.9 area 1.0-3.0 m2; 160 mm thick nr *** *** ***
G999.10 area 1.0-3.0 m2; 175 mm thick nr *** *** ***
Openings in blockwalls
G999.11 area 0.1-0.5 m2; 160 mm thick nr *** *** ***
G999.12 area 0.1-0.5 m2; 200 mm thick nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE10.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.5/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.5 E10.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate
charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity and
Rate columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE10.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.5/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.5 E10.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE10.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.5/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E10 : Immigration (GL C-M/9-19, 15.05m-21.96m)
Lump Sum Item LSE10.5 E10.5 : BWIC with Services
ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE10.5 : BWIC with Services
Page No. LSE10.5/1 ***
Page No. LSE10.5/2 ***
Page No. LSE10.5/3 ***
Page No. LSE10.5/4 ***
Page No. LSE10.5/5 ***
Page No. LSE10.5/6 ***
----------------------------------------------------------------------------
Total of Lump Sum Item LSE10.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE10.5/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.1 E11.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Columns; concrete category B
F654 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇.▇▇-▇ ▇▇ ▇▇ *** *** ***
CONCRETE ANCILLARIES
Formwork finish: type F4
Concrete components of constant cross-section
G382 columns; 800 mm diameter m *** *** ***
Reinforcement
Deformed high yield steel bars to BS 4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
G526 nominal size 32 mm t *** *** ***
G527 nominal size 40 mm t *** *** ***
G528 nominal size 50 mm or greater t *** *** ***
Joints
Formed surface with and including 50 mm thick
polystyrene board joint filler with two hour fire
rating protection
G641 average width not exceeding 0.5 m m2 *** *** ***
G670 Sealed rebates or grooves; 50 mm wide approved
sealant on backing rod with two hour fire rating
protection m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE11.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.1 E11.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Concrete accessories
Inserts
G832.1 other inserts; 225 x 400 x 20 mm thick Grade
43C cast in steel plates (CP9) to BS 4360 with and
including 2 nr. 19 mm diameter x 100 mm long
Grade 410 shear studs through reinforced concrete
columns; totally within the concrete volume;
curved cylindrical to one radius in one plane,
radius 0.4 m nr *** *** ***
G832.2 other inserts; 500 x 400 x 20 mm thick Grade 43C
cast in steel plates (CP1) to BS 4360 with and
including 4 nr. 19 mm diameter x 100 mm long
Grade 410 shear studs through reinforced concrete
columns; totally within the concrete volume;
curved cylindrical to one radius in one plane,
radius 0.4 m nr *** *** ***
ARCHITECTURAL COATINGS AND SPECIAL FINISHES
"Monokote" two hour fire protection spray paint
or products having equivalent functions or
performance
AT970 Metal sections m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE11.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.1 E11.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate
charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity and
Rate columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE11.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.1 E11.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE11.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.1 E11.1 : Columns
ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE11.1 : Columns
Page No. LSE11.1/1 ***
Page No. LSE11.1/2 ***
Page No. LSE11.1/3 ***
Page No. LSE11.1/4 ***
----------------------------------------------------------------------------
Total of Lump Sum Item LSE11.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.2 E11.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Suspended slabs; concrete category B
F631 thickness not exceeding 150 mm m3 *** *** ***
F632 thickness 150-300 mm m3 *** *** ***
F634 thickness exceeding 500 mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish: type F4
Horizontal
G315 width exceeding 1.22 m m2 *** *** ***
Vertical
G341 width not exceeding 0.1 m m2 *** *** ***
G342 width 0.1-0.2 m m2 *** *** ***
G343 width 0.2-0.4 m m2 *** *** ***
Concrete components of constant cross-section
G381.1 edge beams; 300 x 900 mm deep; integral with 175
mm thick slab m *** *** ***
G381.2 beams; 360 x 1500 mm deep; integral with 175 mm
thick slab m *** *** ***
G381.3 beams; 400 x 700 mm deep; integral with 175 mm
thick slab m *** *** ***
G381.4 beams; 400 x 750 mm deep; integral with 175 mm
thick slab m *** *** ***
G381.5 edge beams; 400 x 750 mm deep; integral with 175
mm thick slab m *** *** ***
G381.6 beams; 400 x 900 mm deep; integral with 175 mm
thick slab m *** *** ***
G381.7 edge beams; 400 x 900 mm deep; integral with 175
mm thick slab m *** *** ***
381.8 beams; 425 x 750 mm deep; integral with 175 mm
thick slab m *** *** ***
G381.9 edge beams; 425 x 750 mm deep; integral with 175
mm thick slab m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE11.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.2/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.2 E11.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish: type F4 (Cont'd )
Concrete components of constant cross-section
(Cont'd)
G381.10 beams; 425 x 1050 mm deep; integral with 175 mm
thick slab m *** *** ***
G381.ll edge beams; 425 x 1050 mm deep; integral with 175
mm thick slab m *** *** ***
G381.12 beams; 475 x 750 mm deep; integral with 175 mm
thick slab m *** *** ***
G381.13 beams; 475 x 900 mm deep; integral with 175 mm
thick slab m *** *** ***
G381.14 beams; 700 x 900 mm deep; integral with 175 mm
thick slab m *** *** ***
G381.15 edge beams; 700 x 900 mm deep; integral with 175
mm thick slab m *** *** ***
G381.16 beams; 900 x 750 mm deep; integral with 175 mm
thick slab m *** *** ***
G381.17 edge beams; 900 x 750 mm deep; integral with 175
mm thick slab m *** *** ***
G381.18 beams; 900 x 900 mm deep; integral with 175 mm
thick slab m *** *** ***
G381.19 edge beams; 900 x 900 mm deep; integral with 175
mm thick slab m *** *** ***
G381.20 beams; 900 x 1500 mm deep; integral with 175 mm
thick slab m *** *** ***
G381.21 beams; 950 x 850 mm deep; integral with 175 mm
thick slab m *** *** ***
G381.22 beams; 1000 x 750 mm deep; integral with 175 mm
thick slab m *** *** ***
G381.23 edge beams; 1000 x 900 mm deep; integral with 175
mm thick slab m *** *** ***
G381.24 beams; 1000 x 1500 mm deep; integral with 175 mm
thick slab m *** *** ***
G381.25 beams; 1175 x 900 mm deep; integral with 175 mm
thick slab m *** *** ***
G381.26 beams; 1200 x 900 mm deep; integral with 175 mm
thick slab m *** *** ***
G381.27 beams; 1500 x 900 mm deep; integral with 175 mm
thick slab m *** *** ***
G381.28 edge beams; 1500 x 900 mm deep; integral with 175
mm thick slab m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE11.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.2 E11.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Reinforcement
Deformed high yield steel bars to BS 4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
G526 nominal size 32 mm t *** *** ***
G527 nominal size 40 mm t *** *** ***
Special joints; threaded type proprietary
couplers with screw caps
G550.1 to 16 mm diameter deformed high yield steel bars
to BS 4449 nr *** *** ***
G550.2 to 25 mm diameter deformed high yield steel bars
to BS 4449 nr *** *** ***
G550.3 to 32 mm diameter deformed high yield steel bars
to BS 4449 nr *** *** ***
G550.4 to 40 mm diameter deformed high yield steel bars
to BS 4449 nr *** *** ***
Steel fabric to BS 4483
G566 nominal mass 6-7 kg/m2; fabric reference A393 m2 *** *** ***
Joints
Formed surface with and including 50 mm thick
polystyrene board joint filler with two hour fire
rating protection
G641 average width not exceeding 0.5 m2 *** *** ***
G670 Sealed rebates or grooves; 50 mm wide approved
sealant on backing rod with two hour fire rating
protection m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE11.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.2/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.2 E11.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Concrete accessories
Finishing of top surfaces
G813 class U2 finishes m2 *** *** ***
Inserts
G831 linear inserts; 90 x 90 x 8 mm thick cast in
galvanized mild steel angles with and including
12 mm diameter anchor bars at 250 mm centres
through reinforced concrete slabs or beams;
totally within the concrete volume m *** *** ***
G832 other inserts; fix and cast in only 4 nr. 24 mm
diameter proprietary sockets and Grade 8.8 bolts
through reinforced concrete slabs; projecting
from one surface of the concrete nr *** *** ***
MISCELLANEOUS METALWORK
Galvanized steel
"Bondek II" profiled sheeting or products having
equivalent functions or performance; 0.75 mm
thick; with 55 mm overall high embossed dovetail
ribs and 28 mm wide flutes
N170 under suspended concrete slabs m2 *** *** ***
Proprietary slab edge form
N199 to edges of 125 thick concrete slabs m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE11.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.2/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.2 E11.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate
charge is required.
The unit of measurement for any Contractor's Other
Charges shall be "sum", with Quantity and Rate
columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE11.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.2/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.2 E11.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE11.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.2/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.2 E11.2 : Suspended Beams and Slabs
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE11.2 : Suspended Beams and Slabs
Page No. LSE11.2/1 ***
Page No. LSE11.2/2 ***
Page No. LSE11.2/3 ***
Page No. LSE11.2/4 ***
Page No. LSE11.2/5 ***
Page No. LSE11.2/6 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSE11.2 ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.3 E11.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Walls; concrete category B
F642 thickness 150-300 mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish: type F5
Horizontal
G312 width 0.1-0.2 m m *** *** ***
Vertical
G342 width 0.1-0.2 m m *** *** ***
G343 width 0.2-0.4 m m2 *** *** ***
G344 width 0.4-1.22 m m2 *** *** ***
G345 width exceeding 1.22 m m2 *** *** ***
Concrete components of constant cross-section
G386.1 intrusions; 25 (overall) x 20 mm deep m *** *** ***
G386.2 intrusions; 25 x 30 mm deep (overall) m *** *** ***
G386.3 intrusions; 100 (overall) x 20 mm deep m *** *** ***
G386.4 intrusions; 100 x 30 mm deep (overall) m *** *** ***
Reinforcement
Deformed high yield steel bars to BS 4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE11.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.3/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.3 E11.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Joints
Formed surface plain
G631 average width not exceeding 0.5 m m2 *** *** ***
Formed surface with and including 20 mm thick
polystyrene board joint filler with two hour fire
rating protection
G641.1 average width not exceeding 0.5 m m2 *** *** ***
Formed surface with and including 30 mm thick
polystyrene board joint filler with two hour fire
rating protection
G641.2 average width not exceeding 0.5 m m2 *** *** ***
Formed surface with and including 40 mm thick
polystyrene board joint filler with two hour fire
rating protection
G641.3 average width not exceeding 0.5 m m2 *** *** ***
G670.1 Sealed rebates or grooves; 20 mm wide approved
sealant on backing rod with two hour fire rating
protection m *** *** ***
G670.2 Sealed rebates or grooves; 30 mm wide approved
sealant on backing rod with two hour fire rating
protection m *** *** ***
G670.3 Sealed rebates or grooves; 40 mm wide approved
joint sealant on backing rod with two hour fire
rating protection m *** *** ***
Dowels; 16 mm diameter mild steel bars to BS 4449
G682.1 sleeved; 400 mm long; cast into one side of joint,
other side with and including 200 mm long cast in
plastic sleeve nr *** *** ***
G682.2 sleeved; 530 mm long; cast into one side of joint,
other side with and including 280 mm long cast in
plastic sleeve nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE11.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.3/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.3 E11.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Joints(Cont'd )
Dowels; 20 mm diameter mild steel bars to BS
4449(Cont'd)
G682.3 sleeved; 405 mm long; cast into one side of
joint, other side with and including 150 mm long
cast in plastic sleeve nr *** *** ***
Dowels; 25 mm diameter mild steel bars to BS 4449
G682.4 sleeved; 405 mm long; cast into one side of
joint, other side with and including 150 mm long
cast in plastic sleeve nr *** *** ***
G682.5 sleeved; 640 mm long; cast into one side of
joint, other side with and including 300 mm long
cast in plastic sleeve nr *** *** ***
Concrete accessories
Inserts
G832 other inserts; 200 x 400 x 20 mm thick Grade 43C
cast in steel plates (CP4) to BS 4360 with and
including 3 nr. 19 mm diameter x 100 mm long
Grade 410 shear studs through reinforced concrete
ribs or walls; projecting from one surface of the
concrete nr *** *** ***
ARCHITECTURAL COATINGS AND SPECIAL FINISHES
"Monokote" two hour fire protection spray paint
or products having equivalent functions or
performance
AT970 Metal sections m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE11.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.3 E11.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate
charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity and
Rate columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE11.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.3/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.3 E11.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE11.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.3/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.3 E11.3 : Walls
ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE11.3 : Walls
Page No. LSE11.3/1 ***
Page No. LSE11.3/2 ***
Page No. LSE11.3/3 ***
Page No. LSE11.3/4 ***
Page No. LSE11.3/5 ***
----------------------------------------------------------------------------
Total of Lump Sum Item LSE10.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.3/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
sLump Sum Item LSE11.4 E11.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of members for frames; weldable
structural steel Grade 50C to BS 4360
Columns; 100 x 100 x 5 mm thick square hollow
sections
M311.1 straight on plan t *** *** ***
Columns; 100 x 100 x 10 mm thick square hollow
sections
M311.2 straight on plan t *** *** ***
Beams; 305 x 165 mm x 46 kg/m universal beams
M321.1 straight on plan t *** *** ***
Beams; 406 x 178 mm x 74 kg/m universal beams
M321.2 straight on plan t *** *** ***
Beams; 152 x 76 mm channels
M321.3 straight on plan t *** *** ***
Beams; 203 x 76 mm channels
M321.4 straight on plan t *** *** ***
Beams; 70 x 70 x 6 mm thick angles
M321.5 straight on plan t *** *** ***
Beams; 150 x 90 x 10 mm thick angles
M321.6 straight on plan t *** *** ***
Hangers; 100 x 100 x 10 mm thick square hollow
sections
M361 straight on plan t *** *** ***
M380.1 Anchorages and holding down bolt assemblies;
comprising 2 nr. 16 mm diameter Grade 8.8 anchor
bolts, 350 x 120 x 10 mm thick base plate and 4
nr. 75 x 75 x 6 mm thick plate washers nr *** *** ***
-------------------------------------------------------------------------------------------------------
Collection of Lump Sum Item LSE11.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.4/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.4 E11.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
STRUCTURAL METAL WORK
Fabrication of members for lift L-7 framing;
weldable structural steel to BS 4360; Grade 43A
Columns; 168.3 mm diameter x 10 mm thick circular
hollow sections
M311.3 straight on plan t *** *** ***
Columns; 219.1 mm diameter x 16 mm thick circular
hollow sections
M311.4 straight on plan t *** *** ***
Beams; 250 x 150 x 12.5 mm thick rectangular
hollow sections
M321.7 straight on plan t *** *** ***
M380.2 Anchorages and anchor bolt assemblies; comprising
2 nr. 20 mm diameter Grade 8.8 anchor bolts with
40 x 25 mm channel, channel nut and 20 mm diameter
anchor, and 3 nr. 200 x 250 x 10 mm thick plates nr *** *** ***
Plates; 10 mm thick
M391.1 straight on plan t *** *** ***
Fabrication of members for glazed wall supports at
Level 2 Grid B-C; weldab1e structural steel to BS
4360; Grade 43A
Columns; 250 x 150 x 6.3 mm thick rectangular
hollow sections
M311.5 straight on plan t *** *** ***
M380.3 Anchorages and holding down bolt assemblies;
comprising 2 nr. 16 mm diameter x 200 mm long
Grade 4.6 bolts, 400 x 350 x 20 mm thick base
plate and 4 nr. 60 x 60 x 10 mm thick plate
washers nr *** *** ***
M380.4 Anchorages and holding down bolt assemblies;
comprising 4 nr. 16 mm diameter 200 mm long Grade
4.6 bolts, 400 x 350 x 20 mm thick plate and 8 nr.
60 x 60 x 10 mm thick plate washers nr *** *** ***
Plates; 250 x 150 x 10 mm thick
M391.2 straight on plan t *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE11.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.4/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.4 E11.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of members for frames; weldable
structural steel Grade 43C to BS 4360
Cap plates and end plates; 5 mm thick
M391.3 straight on plan t *** *** ***
Cap plates and end plates; 6 mm thick
M391.4 straight on plan t *** *** ***
End plates and plate stiffeners; 10 mm thick
M391.5 straight on plan t *** *** ***
Cleat plates; 10 mm thick
M391.6 straight on plan t *** *** ***
Fitted plates; 16 mm thick
M391.7 straight on plan t *** *** ***
Side plates and plate stiffeners; 20 mm thick
M391.8 straight on plan t *** *** ***
Plate washers; 25 mm thick
M391.9 straight on plan t *** *** ***
Fabrication of other members for hoisting hooks;
we1dable structural steel to BS 4360; Grade 43A
M480 Anchorages and anchor bolt assemblies; comprising
4 nr. 24 mm diameter proprietary sockets, Grade
8.8 anchor bolts and 230 x 230 x 20 mm thick
plates nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE11.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.4/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.4 E11.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Erection of members for frames; weldable
structural steel Grade 50C to BS 4360
M620.1 Permanent erection t *** *** ***
Site bolts; Grade 8.8
M641.1 diameter not exceeding 16 mm nr *** *** ***
M642.1 diameter 16 - 20 mm nr *** *** ***
Site bolts; Grade 10.9
M655 diameter 30 - 36 mm nr *** *** ***
Erection of members for lift L-7 framing;
weldable structural steel to BS 4360; Grade 43A
M620.2 Permanent erection t *** *** ***
Site bolts; Grade 8.8
M642.2 diameter 16 - 20 mm nr *** *** ***
Erection of members for glazed wall supports at
Level 2 Grid B-C; weldable structural steel to BS
4360; Grade 43A
M620.3 Permanent erection t *** *** ***
Site bolts; Grade 8.8
M641.2 diameter not exceeding 16 mm nr *** *** ***
Erection of members for frames; weldable
structural steel Grade 43C to BS 4360
M620.4 Permanent erection t *** *** ***
Off-Site surface treatment
M860 Hot dip galvanizing to BS 729; 85 microns m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE11.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.4/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.4 E11.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PAINTING
Epoxy paint; first coat of 2 pack epoxy zinc
phosphate 70 microns (KP1A), second coat of 2
pack high build epoxy MIO 100 microns (KU1B) and
finishing coat of 2 pack high build epoxy MIO 100
microns (KU2D)
V770 Metal sections m2 *** *** ***
ARCHITECTURAL COATINGS AND SPECIAL FINISHES
"Monokote" two hour fire protection spray paint
or products having equivalent functions or
performance
AT970 Metal sections m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE11.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.4/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.4 E11.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate charge
is required.
The unit of measurement for any Contractor's Other
Charges shall be "sum", with Quantity and Rate
columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE11.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.4/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.4 E11.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE11.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.4/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.4 E11.4 : Structural Steelwork
ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE11.4 : Structural steelwork
Page No. LSE11.4/1 ***
Page No. LSE11.4/2 ***
Page No. LSE11.4/3 ***
Page No. LSE11.4/4 ***
Page No. LSE11.4/5 ***
Page No. LSE11.4/6 ***
Page No. LSE11.4/7 ***
----------------------------------------------------------------------------
Total of Lump Sum Item LSE11.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.4/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.5 E11.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish; type F4
Horizontal
G312 width 0.1-0.2 m m *** *** ***
Vertical
G342 width 0.1-0.2 m m *** *** ***
For voids
G371 small void depth not exceeding 0.5 m nr *** *** ***
G375 large void depth not exceeding 0.5 m nr *** *** ***
Joints
G670 Approved joint sealant with two hour fire rating
protection; 100 mm wide m *** *** ***
Concrete accessories
Inserts
G831.1 linear inserts; galvanized iron pipes to BS 1387
medium class, screwed joints; 50 mm nominal bore;
totally within the concrete volume m *** *** ***
G831.2 linear inserts; unplasticized polyvinyl chloride
pipes to BS 4660, solvent welded spigot and socket
joints; 200 mm nominal bore; totally within the
concrete volume m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE11.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.5/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.5 E11.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Concrete accessories(Cont'd)
Inserts(Cont'd)
G832.1 other inserts; unplasticized polyvinyl chloride
pipes to BS 4660, solvent welded spigot and socket
joints; 200 mm nominal bore x 750 mm long;
projecting from one surface of the concrete nr *** *** ***
G832.2 other inserts; unplasticized polyvinyl chloride
bends; 400 mm nominal bore; totally within the
concrete volume nr *** *** ***
G832.3 other inserts; 60 mm diameter mild steel sleeves
through reinforced concrete beams; totally within
the concrete volume nr *** *** ***
G832.4 other inserts; 19 ▇▇ ▇▇▇▇▇ diameter x 90 mm long
Grade 410 shear studs with 30 mm diameter x 8 mm
thick head through reinforced concrete slabs or
beams; totally within the concrete volume nr *** *** ***
G832.5 other inserts; 12 mm diameter Grade 8.8 anchor
bolts with 20 kN shear capacity through reinforced
concrete walls or columns; projecting from one
surface of the concrete nr *** *** ***
G832.6 other inserts; 16 mm diameter Grade 8.8 anchor
bolts with 30 kN shear capacity through reinforced
concrete walls or columns; projecting from one
surface of the concrete nr *** *** ***
G832.7 other inserts; fix and cast in only 2 nr. 16 mm
diameter holding down bolts through reinforced
concrete slabs or beams; projecting from one
surface of the concrete nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE11.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.5/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.5 E11.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Concrete accessories(Cont'd)
Inserts(Cont'd)
G832.8 other inserts; fix and cast in only 2 nr. 16 mm
diameter x 200 mm long holding down bolts through
reinforced concrete slabs, beams, plinths or
upstands; projecting from one surface of the
concrete nr *** *** ***
G832.9 other inserts; fix and cast in only 2 nr. 16 mm
diameter anchor bolts, 40 x 25 mm channel, channel
nut and 20 mm diameter anchors through reinforced
concrete beams; projecting from one surface of the
concrete nr *** *** ***
G832.10 other inserts; fix and cast in only 4 nr. 16 mm
diameter x 200 mm long anchor bolts through
reinforced concrete slabs or beams; projecting
from one surface of the concrete nr *** *** ***
Grouting under plates
G842.1 area 0.1-0.5 m2; 20 mm thick approved non-shrink
cementitious grout nr *** *** ***
Grouting under base plates
G842.2 area 0.1-0.5 m2; 20 mm thick approved non-shrink
cementitious grout nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE11.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.5/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.5 E11.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Sealing openings with 2 hour fire-rated material
around sleeves
Openings in reinforced concrete walls, slabs or
beams
G999.1 area not exceeding 0.1 m2; 160 mm thick nr *** *** ***
G999.2 area not exceeding 0.1 m2; 175 mm thick nr *** *** ***
G999.3 area not exceeding 0.1 m2; 200 mm thick nr *** *** ***
G999.4 area not exceeding 0.1 m2; 225 mm thick nr *** *** ***
G999.5 area 0.1-0.5 m2; 125 mm thick nr *** *** ***
G999.6 area 0.1-0.5 m2; 160 mm thick nr *** *** ***
G999.7 area 0.1-0.5 m2; 175 mm thick nr *** *** ***
G999.8 area 0.1-0.5 m2; 200 mm thick nr *** *** ***
G999.9 area 0.5-1.0 m2; 160 mm thick nr *** *** ***
G999.10 area 0.5-1.0 m2; 175 mm thick nr *** *** ***
G999.11 area 1.0-3.0 m2; 160 mm thick nr *** *** ***
G999.12 area 3.0-5.0 m2; 160 mm thick nr *** *** ***
G999.13 area 3.0-5.0 m2; 175 mm thick nr *** *** ***
G999.14 area 5.0-7.0 m2; 175 mm thick nr *** *** ***
Openings in blockwalls
G999.12 area 0.1-0.5 m2; 160 mm thick nr *** *** ***
G999.13 area 0.1-0.5 m2; 200 mm thick nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE11.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.5/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.5 E11.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate
charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity and
Rate columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE11.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.5/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.5 E11.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE11.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.5/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E11 : Immigration (GL C-M/9-19, 21.96m-28.87m)
Lump Sum Item LSE11.5 E11.5 : BWIC with Services
ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE11.5 : BWIC with Services
Page No. LSE11.5/1 ***
Page No. LSE11.5/2 ***
Page No. LSE11.5/3 ***
Page No. LSE11.5/4 ***
Page No. LSE11.5/5 ***
Page No. LSE11.5/6 ***
----------------------------------------------------------------------------
Total of Lump Sum Item LSE11.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE11.5/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.1 E12.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Columns; concrete category B
F654 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇.▇▇-▇ ▇▇ ▇▇ *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F4
Concrete components of constant cross-section
G382 columns; 800 mm diameter m *** *** ***
Reinforcement
Deformed high yield steel bars to BS 4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
G526 nominal size 32 mm t *** *** ***
G527 nominal size 40 mm t *** *** ***
G528 nominal size 50 mm or greater t *** *** ***
Joints
Formed surface with and including 50 mm thick
polystyrene board joint filler with two hour fire
rating protection
G641 average width not exceeding 0.5 m m2 *** *** ***
G670 Sealed rebates or grooves; 50 mm wide approved
sealant on backing rod with two hour fire rating
protection m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE12.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.1 E12.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Concrete accessories
Inserts
G832 other inserts; 500 x 550 x 20 mm thick Grade 43C
cast in steel plates (CP6 or CP7) to BS 4360 with
and including 8 nr. 19 mm diameter x 100 mm long
Grade 410 shear studs through reinforced
concrete columns; totally within the concrete
volume; curved cylindrical to one radius in one
plane, radius 0.4 m nr *** *** ***
ARCHITECTURAL COATINGS AND SPECIAL FINISHES
"Monokote" two hour fire protection spray paint
or products having equivalent functions or
performance m2 *** *** ***
AT970 Metal sections
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE12.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.1 E12.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity and
Rate columns entered with "N/A".
----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE12.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.1 E12.1 : Columns
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE12.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.1 E12.1 : Columns
ITEM DESCRIPTION AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE12.1 : Columns
Page No. LSE12.1/1 ***
Page No. LSE12.1/2 ***
Page No. LSE12.1/3 ***
Page No. LSE12.1/4 ***
-----------------------------------------------------------------------------------------------------------
Total of Lump Sum Item LSE12.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.2 E12.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Suspended slabs; concrete category B
F631 thickness not exceeding 150 mm m3 *** *** ***
F632 thickness 150-300 mm m3 *** *** ***
F634 thickness exceeding 500 mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F4
Horizontal
G315 width exceeding 1.22 m m2 *** *** ***
Vertical
G341 width not exceeding 0.1 m m *** *** ***
G342 width 0.1-0.2 m m *** *** ***
Curved cylindrical to one radius in one plane;
radius 28.941 m
G355 width exceeding 1.22 m m2 *** *** ***
Concrete components of constant cross-section
G381.1 beams; 400 x 700 mm deep; integral with 150 mm
thick slab m *** *** ***
G381.2 edge beams; 400 x 700 mm deep; integral with 150
mm thick slab m *** *** ***
G381.3 beams; 425 x 700 mm deep; integral with 150 mm
thick slab m *** *** ***
G381.4 beams; 700 x 700 mm deep; integral with 150 mm
thick slab m *** *** ***
G381.5 beams; 725 x 700 mm deep; integral with 150 mm
thick slab m *** *** ***
G381.6 beams; 900 x 700 mm deep; integral with 150 mm
thick slab m *** *** ***
G381.7 edge beams; 950 x 600 mm deep; integral with 200
mm thick slab m *** *** ***
G381.8 beams; 1000 x 700 mm deep; integral with 150 mm
thick slab m *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE12.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.2/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.2 E12.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish: type F4(Cont'd)
Concrete components of constant
cross-section(Cont'd)
G381.9 beams; 1500 x 700 mm deep; integral with 150 mm
thick slab m *** *** ***
G381.10 beams; 1500 x 700 mm deep; integral with 200 mm
thick slab m *** *** ***
G381.ll beams; 1500 x 725 mm deep; integral with 150 mm
thick slab m *** *** ***
Reinforcement
Deformed high yield steel bars to BS 4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
G526 nominal size 32 mm t *** *** ***
G527 nominal size 40 mm t *** *** ***
Special joints; threaded type proprietary
couplers with screw caps
G550.1 to 25 mm diameter deformed high yield steel bars
to BS 4449 nr *** *** ***
G550.2 to 32 mm diameter deformed high yield steel bars
to BS 4449 nr *** *** ***
Steel fabric to BS 4483
G566 nominal mass 6-7 kg/m2; fabric reference A393 m2 *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE12.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.2 E12.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Joints
Formed surface with and including 50 mm thick
polystyrene board joint filler with two hour
fire rating protection
G641 average width not exceeding 0.5 m m2 *** *** ***
G670 Sealed rebates or grooves; 50 mm wide approved
sealant on backing rod with two hour fire rating
protection m *** *** ***
Concrete accessories
Finishing of top surfaces
G813 class U2 finishes m2 *** *** ***
Inserts
G831 linear inserts; 90 x 90 x 8 mm thick cast in
galvanized mild steel angles with and including
12 mm diameter anchor bars at 250 mm centres
through reinforced concrete slabs or beams;
totally within the concrete volume m *** *** ***
G832 other inserts; fix and cast in only 4 nr. 24 mm
diameter proprietary sockets and Grade 8.8 bolts
through reinforced concrete slabs; projecting
from one surface of the concrete nr *** *** ***
MISCELLANEOUS METALWORK
Galvanized steel
"Bondek II" profiled sheeting or products having
equivalent functions or performance; 0.75 mm
thick; with 55 mm overall high embossed dovetail
ribs and 28 mm wide flutes
N170 under suspended concrete slabs m2 *** *** ***
ARCHITECTURAL COATINGS AND SPECIAL FINISHES
"Monokote" two hour fire protection spray paint
or products having equivalent functions or
performance
AT970 Metal sections m2 *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE12.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.2/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.2 E12.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity and
Rate columns entered with "N/A".
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE12.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.2/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.2 E12.2 : Suspended Beams and Slabs
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE12.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.2/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.2 E12.2 : Suspended Beams and Slabs
ITEM DESCRIPTION AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE12.2.
: Suspended Beams and Slabs
Page No. LSE12.2/1 ***
Page No. LSE12.2/2 ***
Page No. LSE12.2/3 ***
Page No. LSE12.2/4 ***
Page No. LSE12.2/5 ***
-----------------------------------------------------------------------------------------------------------
Total of Lump Sum Item LSE12.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.3 E12.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
Planning of reinforced concrete
Walls; concrete category B
F642 thickness 150-300 mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish: type F5
Horizontal
G312 width 0.1-0.2 m m *** *** ***
Vertical
G342 width 0.1-0.2 m m *** *** ***
G344 width 0.4-1.22 m m2 *** *** ***
G345 width exceeding 1.22 m m2 *** *** ***
Concrete components of constant cross-section
G386.1 intrusions; 25 (overall) x 20 mm deep m *** *** ***
G386.2 intrusions; 25 x 30 mm deep (overall) m *** *** ***
G386.3 intrusions; 100 (overall) x 20 mm deep m *** *** ***
G386.4 intrusions; 100 x 30 mm deep (overall) m *** *** ***
Reinforcement
Deformed high yield steel bars to BS 4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE12.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.3/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.3 E12.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Joints
Formed surface plain
G631 average width not exceeding 0.5 m m2 *** *** ***
Formed surface with and including 30 mm thick
polystyrene board joint filler with two hour
fire rating protection
G641 average width not exceeding 0.5m m2 *** *** ***
G670.1 Sealed rebates or grooves; 20 mm wide approved
joint sealant on backing rod with two hour fire
rating protection m *** *** ***
G670.2 Sealed rebates or grooves; 30 mm wide approved
joint sealant on backing rod with two hour fire
rating protection m *** *** ***
Dowels; 16 mm diameter mild steel bars to BS
4449
G682.1 sleeved; 400 mm long; cast into one side of
joint, other side with and including 200 mm long
cast in plastic sleeve nr *** *** ***
G682.2 sleeved; 530 mm long; cast into one side of
joint, other side with and including 280 mm long
cast in plastic sleeve nr *** *** ***
Concrete accessories
Inserts
G832 other inserts; 200 x 400 x 20 mm thick Grade 43C
cast in steel plates (CP4) to BS 4360 with and
including 3 nr. 19 mm diameter x 100 mm long
Grade 410 shear studs through reinforced
concrete ribs or walls; projecting from one
surface of the concrete nr *** *** ***
ARCHITECTURAL COATINGS AND SPECIAL FINISHES
"Monokote" two hour fire protection spray paint
or products having equivalent functions or
performance
AT970 Metal sections m2 *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE12.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.3/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.3 E12.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity and
Rate columns entered with "N/A".
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE12.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.3 E12.3 : Walls
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE12.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.3/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.3 E12.3 : Walls
ITEM DESCRIPTION AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE12.3
: Walls
Page No. LSE12.3/1 ***
Page No. LSE12.3/2 ***
Page No. LSE12.3/3 ***
Page No. LSE12.3/4 ***
-----------------------------------------------------------------------------------------------------------
Total of Lump Sum Item LSE12.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.3/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.4 E12.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of members for frames; weldable
structural steel Grade 43A to BS 4360
Columns; 100 x 100 x 10 mm thick square hollow
sections
M311.1 straight on plan t *** *** ***
Beams; 203 x 133 mm x 25 kg/m universal beams
M321.1 straight on plan t *** *** ***
Beams; 305 x 165 mm x 40 kg/m universal beams
M321.2 straight on plan t *** *** ***
Beams; 406 x 178 mm x 54 kg/m universal beams
M321.3 straight on plan t *** *** ***
Beams; 610 x 229 mm x 125 kg/m universal beams
M321.4 straight on plan t *** *** ***
Beams; 125 x 75 x 8 mm thick angles
M321.5 straight on plan t *** *** ***
M380.1 Anchorages and holding down bolt assemblies;
comprising 2 nr. 16 mm diameter Grade 8.8 anchor
bolts, 350 x 120 x 10 mm thick base plate and 4
nr. 75 x 75 x 6 mm thick plate washers nr *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE12.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.4/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.4 E12.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of members for lift L-7 framing;
weldable Structural steel Grade 43A to BS 4360
Columns; 168.3 mm diameter x 10 mm thick circular
hollow sections
M311.2 straight on plan t *** *** ***
Columns; 219.1 mm diameter x 16 mm thick circular
hollow sections
M311.3 straight on plan t *** *** ***
Beams; 250 x 150 x 12.5 mm thick rectangular
hollow sections
M321.6 straight on plan t *** *** ***
Cap plates; 5 mm thick
M391.1 straight on plan t *** *** ***
Plates; 6 mm thick
M391.2 straight on plan t *** *** ***
Fabrication of members for skylight framing;
weldable structural steel Grade 43A to BS 4360
Columns; 120 x 80 x 5 mm thick rectangular
hollow sections
M311.4 straight on plan t *** *** ***
Bracings and purlins; 120 x 80 x 5 mm thick
rectangular hollow sections
M361.1 straight on plan t *** *** ***
M380.2 Anchorages and holding down bolt assemblies;
comprising 2 nr. 16 mm diameter x 275 mm long
Grade 4.6 bolts, 280 x 140 x 12 mm thick base
plate and 4 nr. 60 x 60 x 6 mm thick plate
washers nr *** *** ***
Cap plates; 5 mm thick
M391.3 straight on plan t *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE12.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.4/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.4 E12.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of members for glazed wall supports at
▇▇▇▇▇ ▇ ▇▇▇▇▇▇ ▇▇▇▇▇ ▇-▇▇/▇-▇, ▇▇-▇▇/▇-▇, 9/▇-▇ and
19/▇-▇; weldable structural steel Grade 43A to BS
4360
Columns; 250 x 150 x 8 mm thick rectangular
hollow sections
M311.5 straight on plan t *** *** ***
M380.3 Anchorages and holding down bolt assemblies;
comprising 2 nr. 16 mm diameter x 200 mm long
Grade 4.6 bolts, 350 x 300 x 20 mm thick base
plate and 2 nr. 60 x 60 x 10 mm thick plate
washers nr *** *** ***
M380.4 Anchorages and holding down bolt assemblies;
comprising 4 nr. 16 mm diameter x 200 mm long
Grade 4.6 bolts, 450 x 250 x 20 mm thick plate
and 8 nr. 60 x 60 x 10 mm thick plate washers nr *** *** ***
Plates; 10 mm thick
M391.4 straight on plan t *** *** ***
Fabrication of members for glazed wall supports
at Level 3 Cabins Grid J; weldable structural
steel Grade 43A to BS 4360
Columns; 300 x 200 x 12.5 mm thick rectangular
hollow sections
M311.6 straight on plan t *** *** ***
M380.5 Anchorages and holding down bolt assemblies;
comprising 2 nr. 16 mm diameter x 200 mm long
Grade 4.6 bolts, 400 x 320 x 20 mm thick base
plate and 4 nr. 60 x 60 x 10 mm thick plate
washers nr *** *** ***
M380.6 Anchorages and holding down bolt assemblies;
comprising 4 nr. 16 mm diameter x 200 mm long
Grade 4.6 bolts, 500 x 250 x 20 mm thick plate
and 8 nr. 60 x 60 x 10 mm thick plate washers nr *** *** ***
Plates; 300 x 150 x 10 mm thick
M391.5 straight on plan t *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE12.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.4/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.4 E12.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of members for plant room framing;
weldable structural steel Grade 43A to BS 4360
Columns; 152 x 152 mm x 30 kg/m universal
columns
M311.7 straight on plan t *** *** ***
Columns; 457 x 152 mm x 82 kg/m universal beams
M311.8 straight on plan t *** *** ***
Beams; 457 x 152 mm x 82 kg/m universal beams
M321.7 straight on plan t *** *** ***
Beams; 254 x 76 mm channels
M321.8 straight on plan t *** *** ***
Bracings and purlins; 80 x 80 x 5 mm square
hollow sections
M361.2 straight on plan t *** *** ***
Purlins; Z250/25
M361.3 straight on plan t *** *** ***
Cladding rails; Z200/16
M361.4 straight on plan t *** *** ***
M380.7 Anchorages and holding down bolt assemblies;
comprising 2 nr. 16 mm diameter x 275 mm long
Grade 4.6 bolts, 200 x 200 x 10 mm thick base
plate, and 2 nr. 60 x 60 x 5 mm and 60 x 60 x 10 mm
thick plate washers nr *** *** ***
M380.8 Anchorages and holding down bolt assemblies;
comprising 4 nr. 24 mm diameter x 375 mm long
Grade 4.6 bolts, 500 x 200 x 20 mm thick base
plate, and 4 nr. 60 x 60 x 5 mm and 60 x 60 x 10 mm
thick plate washers nr *** *** ***
End plates and plate stiffeners; 10 mm thick
M391.6 straight on plan t *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE12.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.4/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.4 E12.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of members for plant room framing;
weldable structural steel Grade 43A to BS
4360(Cont'd)
Cleat plates; 10 mm thick
M391.7 straight on plan t *** *** ***
End plates and plate stiffeners; 16 mm thick
M391.8 straight on plan t *** *** ***
Fabrication of members for DB1551 antenna
supports; weldable structural steel Grade 43A to
BS 4360
Columns; 168.3 mm diameter x 10 mm thick circular
hollow sections
M311.9 straight on plan t *** *** ***
Beams; 50 x 50 x 4 mm thick rectangular hollow
sections
M321.9 straight on plan t *** *** ***
Bracings; 48.3 mm diameter x 5 mm thick circular
hollow sections
M361.5 straight on plan t *** *** ***
Bracings; 88.9 mm diameter x 5 mm thick circular
hollow sections
M361.6 straight on plan t *** *** ***
Bracings; 50 x 6 mm thick flats
M361.7 straight on plan t *** *** ***
Rungs; 16 mm diameter rods
M361.8 straight on plan t *** *** ***
M380.9 Anchorages and holding down bolt assemblies;
comprising 6 nr. 22 mm diameter x 550 mm long
Grade 4.6 bolts, 370 x 370 x 25 mm thick base
plate, and 4 nr. 50 x 50 x 20 mm thick plate
washers nr *** *** ***
Cap plates; 5 mm thick
M391.9 straight on plan t *** *** ***
Plate stiffeners; 16 mm thick
M391.10 straight on plan t *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE12.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.4/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.4 E12.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of members for frames; weldable
structural steel Grade 43C to BS 4360
Cap plates; 5 mm thick
M391.ll straight on plan t *** *** ***
End plates and plate stiffeners; 10 mm thick
M391.12 straight on plan t *** *** ***
Cleat plates; 10 mm thick
M391.13 straight on plan t *** *** ***
End plates; 12 mm thick
M391.14 straight on plan t *** *** ***
Erection of members for frames; weldable structural
steel Grade 43A to BS 4360
M620.1 Permanent erection t *** *** ***
Site bolts; Grade 8.8
M641.1 diameter not exceeding 16 mm nr *** *** ***
M642 diameter 16 - 20 mm nr *** *** ***
Erection of members for lift L-7 framing; weldable
structural steel Grade 43A to BS 4360
M620.2 Permanent erection t *** *** ***
Erection of members for skylight framing;
weldable structural steel Grade 43A to BS 4360
M620.3 Permanent erection t *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE12.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.4/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.4 E12.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Erection of members for glazed wall supports at
▇▇▇▇▇ ▇ ▇▇▇▇▇▇ ▇▇▇▇▇ ▇-▇▇/▇-▇, ▇▇-▇▇/▇-▇, 9/▇-▇ and
19/▇-▇; weldable structural Grade 43A to BS 4360
M620.4 Permanent erection t *** *** ***
Site bolts; Grade 8.8
M641.2 diameter not exceeding 16 mm nr *** *** ***
Erection of members for glazed wall supports at
Level 3 Cabins Grid J; weldable structural 43A to
BS 4360
M620.5 Permanent erection t *** *** ***
Site bolts; Grade 8.8
M641.3 diameter not exceeding 16 mm nr *** *** ***
Erection of members for plant room framing;
weldable structural steel Grade 43A to BS 4360
M620.6 Permanent erection t *** *** ***
Site bolts; Grade 8.8
M641.4 diameter not exceeding 16 mm nr *** *** ***
Erection of members for DB1551 antenna supports;
weldable structural Steel Grade 43A to BS 4360
M620.7 Permanent erection t *** *** ***
Erection of members for frames; weldable
structural Steel Grade 43C to BS 4360
M620.7 Permanent erection t *** *** ***
Off-Site surface treatment
M860 Hot dip galvanizing to BS 729; 85 microns m2 *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE12.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.4/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.4 E12.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK
Mild steel to BS 4360; grade 43; hot dip
galvanized after fabrication to BS 729
N170 Chequer plate flooring; 6 mm thick m2 *** *** ***
PAINTING
Epoxy paint; first coat of 2 pack epoxy zinc
phosphate 70 microns (KP1A), second coat of 2
pack high build epoxy MIO 100 microns (KU1B) and
finishing coat of 2 pack high build epoxy MIO
100 microns (KU2D)
V770 Metal sections m2 *** *** ***
ARCHITECTURAL, COATINGS AND SPECIAL FINISHES
"Monokote" two hour fire protection spray paint
or products having equivalent functions or
performance
Metal other than metal sections
AT911 upper surfaces inclined at an angle not
exceeding 30 degrees to the horizontal m2 *** *** ***
AT914 soffit surfaces and lower surfaces inclined at
an angle not exceeding 60 degrees to the
horizontal m2 *** *** ***
AT970 Metal sections m2 *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE12.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.4/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.4 E12.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity and
Rate columns entered with "N/A".
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE12.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.4/9 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.4 E12.4 : Structural Steelwork
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE12.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.4/10 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.4 E12.4 : Structural Steelwork
ITEM DESCRIPTION AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE12.4
: Structural Steelwork
Page No. LSE12.4/1 ***
Page No. LSE12.4/2 ***
Page No. LSE12.4/3 ***
Page No. LSE12.4/4 ***
Page No. LSE12.4/5 ***
Page No. LSE12.4/6 ***
Page No. LSE12.4/7 ***
Page No. LSE12.4/8 ***
Page No. LSE12.4/9 ***
Page No. LSE12.4/10 ***
-----------------------------------------------------------------------------------------------------------
Total of Lump Sum Item LSE12.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.0 : 26 April 2002 LSE12.4/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.5 E12.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Other concrete forms; plinths; concrete category B
F680.1 500 x 500 x 500 mm thick m3 *** *** ***
F680.2 600 x 2450 x 200 mm thick m3 *** *** ***
F680.3 950 x 2600 x 200 mm thick m3 *** *** ***
F680.4 1900 x 5400 x 200 mm thick m3 *** *** ***
F680.5 2400 x 5400 x 200 mm thick m3 *** *** ***
F680.6 2500 x 5400 x 200 mm thick m3 *** *** ***
F680.7 2700 x 5400 x 200 mm thick m3 *** *** ***
F680.8 3100 x 5400 x 200 mm thick m3 *** *** ***
F680.9 3200 x 5400 x 200 mm thick m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F4
Horizontal
G312 width 0.1-0.2 m m *** *** ***
Vertical
G342 width 0.1-0.2 m m *** *** ***
G344 width 0.4-1.22 m m2 *** *** ***
For voids
G371 small void depth not exceeding 0.5 m nr *** *** ***
G372 small void depth 0.5-1 m nr *** *** ***
G373 small void depth 1-2 m nr *** *** ***
G375 large void depth not exceeding 0.5 m nr *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE12.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.5/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.5 E12.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Reinforcement
Deformed high yield steel bars to BS 4449
G521 nominal size not exceeding to 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
Joints
G670 Approved joint sealant with two hour fire rating
protection; 100 mm wide m *** *** ***
Concrete accessories
Inserts
G831.1 linear inserts; galvanized iron pipes to BS 1387
medium class, screwed joints; 50 mm nominal
bore; totally within the concrete volume m *** *** ***
G831.2 linear inserts; unplasticized polyvinyl chloride
pipes to BS 4660, solvent welded spigot and
socket joints; 200 mm nominal bore; totally
within the concrete volume m *** *** ***
G832.1 other inserts; unplasticized polyvinyl chloride
pipes to BS 4660, solvent welded spigot and
socket joints; 200 mm nominal bore x 750 mm
long; projecting from one surface of the
concrete nr *** *** ***
G832.2 other inserts; unplasticized polyvinyl chloride
bends; 400 mm nominal bore; totally within the
concrete volume nr *** *** ***
G832.3 other inserts; 19 ▇▇ ▇▇▇▇▇ diameter x 90 mm long
Grade 410 shear studs with 30 mm diameter x 8 mm
thick head through reinforced concrete slabs or
beams; totally within the concrete volume nr *** *** ***
G832.4 other inserts; 16 mm diameter anchor bolts
through reinforced concrete slabs; projecting
from one surface of the concrete nr *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE12.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.5/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.5 E12.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Concrete accessories(Cont'd)
G832.5 other inserts; fix and cast in only 2 nr. 16 mm
diameter holding down bolts through reinforced
concrete slabs or beams; projecting from one
surface of the concrete nr *** *** ***
G832.6 other inserts; fix and cast in only 2 nr. 16 mm
diameter x 200 mm long holding down bolts
through reinforced concrete slabs, beams,
plinths or upstands; projecting from one surface
of the concrete nr *** *** ***
G832.7 other inserts; fix and cast in only 2 nr. 16 mm
diameter x 275 mm long holding down bolts
through reinforced concrete upstands; projecting
from one surface of the concrete nr *** *** ***
G832.8 other inserts; fix and cast in only 4 nr. 16 mm
diameter x 200 mm long anchor bolts through
reinforced concrete slabs or beams; projecting
from one surface of the concrete nr *** *** ***
G832.9 other inserts; fix and cast in only 6 nr. 22 mm
diameter x 550 mm long anchor bolts through
reinforced concrete plinths; projecting from one
surface of the concrete nr *** *** ***
Grouting under plates
G841.1 area not exceeding 0.1 m2; 20 mm thick approved
non-shrink cementitious grout nr *** *** ***
Grouting under base plates
G841.2 area not exceeding 0.1 m2; 20 mm thick
approved non-shrink cementitious grout nr *** *** ***
G842 area 0.1-0.5 m2; 20 mm thick approved non-shrink
cementitious grout nr *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE12.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.5/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.5 E12.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Sealing openings with 2 hour fire-rated
material around sleeves
Openings in reinforced concrete walls, slabs or
beams
G999.1 area not exceeding 0.1 m2; 125 mm thick nr *** *** ***
G999.2 area not exceeding 0.1 m2; 400 mm thick nr *** *** ***
G999.3 area not exceeding 0.1 m2; 700 mm thick nr *** *** ***
G999.4 area not exceeding 0.1 m2; 900 mm thick nr *** *** ***
G999.5 area not exceeding 0.1 m2; 1500mm thick nr *** *** ***
G999.6 area 0.1-0.5 m2; 125 mm thick nr *** *** ***
G999.7 area 0.1-0.5 m2; 160 mm thick nr *** *** ***
G999.8 area 0.5-1.0 m2; 125 mm thick nr *** *** ***
G999.9 area 0.5-1.0 m2; 160 mm thick nr *** *** ***
G999.10 area 1.0-3.0 m2; 125 mm thick nr *** *** ***
G999.11 area 1.0-3.0 m2; 160 mm thick nr *** *** ***
G999.12 area 3.0-5.0 m2; 125 mm thick nr *** *** ***
G999.13 area 3.0-5.0 m2; 150 mm thick nr *** *** ***
G999.14 area 3.0-5.0 m2; 160 mm thick nr *** *** ***
Openings in blockwalls
G999.15 area 0.1-0.5 m2; 160 mm thick nr *** *** ***
G999.16 area 0.1-0.5 m2; 200 mm thick nr *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE12.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.5/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.5 E12.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity and
Rate columns entered with "N/A".
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE12.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.5/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.5 E12.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE12.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.5/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E12 : Immigration (GL C-M/9-19, 28.87m-39.47m)
Lump Sum Item LSE12.5 E12.5 : BWIC with Services
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE12.5: BWIC with
Services
Page No. LSE12.5/1 ***
Page No. LSE12.5/2 ***
Page No. LSE12.5/3 ***
Page No. LSE12.5/4 ***
Page No. LSE12.5/5 ***
Page No. LSE12.5/6 ***
------------------------------------------------------------------
Total of Lump Sum Item LSE12.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE12.5/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E13 : Immigration - Staircases
Lump Sum Item LSE13.1 E13.1 : Staircases
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Other concrete forms; steps, stairs and landings;
concrete category B
F681 waist; 150-300 mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F4
Horizontal
G314 width 0.4-1.22 m m2 *** *** ***
G315 width exceeding 1.22 m m2 *** *** ***
Sloping
G324 width 0.4-1.22 m m2 *** *** ***
G325 width exceeding 1.22 m m2 *** *** ***
Vertical
G341 width not exceeding 0.l m m *** *** ***
G342 width 0.1-0.2 m m *** *** ***
G343 width 0.2-0.4 m m2 *** *** ***
Reinforcement
Deformed high yield steel bars to BS 4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
Concrete accessories
Finishing of top surfaces
G3813 class U2 finishes m2 *** *** ***
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE13.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE13.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E13 : Immigration - Staircases
Lump Sum Item LSE13.1 E13.1 : Staircases
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity and
Rate columns entered with "N/A".
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE13.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE13.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E13 : Immigration - Staircases
Lump Sum Item LSE13.1 E13.1 : Staircases
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7
-----------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSE13.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSE13.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre E : Terminus Building - Structure
Lump Sum Breakdown E13 : Immigration - Staircases
Lump Sum Item LSE13.1 E13.1 : Staircases
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSE13.1: Staircases
Page No. LSE13.1/1 ***
Page No. LSE13.1/2 ***
Page No. LSE13.1/3 ***
------------------------------------------------------------------
Total of Lump Sum Item LSE13.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[DATE STAMP]
[STAMP]
Rev.0 : 26 April 2002 LSE13.1/COL/1 Contract No. LCC-300
FORM OF TENDER
Note: Confidential treatment has been requested for portions of this exhibit.
The copy filed herewith omits the information subject to the confidentiality
request. Omissions are designated as "***." A complete version of this exhibit
has been filed separately with the Securities and Exchange Commission
[LOGO]
KCR
[CHINESE CHARACTERS]
KOWLOON CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
CONTRACT LCC-300
LOK MA ▇▇▇▇ TERMINUS AND ASSOCIATED WORKS
FORM OF TENDER
(PART 3 OF 8)
[STAMP]
28 October 2002 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F230 Class: 30/20; concrete category B m3 *** *** ***
Placing of mass concrete
Plinth; concrete category B
F592 thickness 150-300 mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F4
Vertical
G342 width 0.1-0.2 m m *** *** ***
PRECAST CONCRETE
Slab; concrete class 40/20
Area 1-4m2;
H521 mass not exceeding 250kg nr *** *** ***
Segmental unit; concrete class 40/20
Cross-sectional size 150 x 250mm
H601 mass not exceeding 250kg nr *** *** ***
Lintels; concrete class 40/20
H809.1 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇▇▇ x 200mm depth; 73 kg per
metre m *** *** ***
H809.2 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇▇▇ x 200mm depth; 75 kg per
metre m *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF1.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station -ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of members for frames; weldable
structural steel to Grade 43A to BS 4360
Columns; 80 x 80 x 6.3mm thick rectangular hollow
sections
M311.1 straight on plan t *** *** ***
Columns; 80 x 120 x 5mm thick rectangular hollow
sections
M311.2 straight on plan t *** *** ***
Plates or flats; 250 x 100 x 10mm
M391.1 straight on plan t *** *** ***
Brackets; 150 x 90 x 10mm
M391.2 straight on plan t *** *** ***
Cap plates; 80 x 80 x 3mm
M391.3 straight on plan t *** *** ***
Cap plates; 120 x 80 x 3mm
M391.4 straight on plan t *** *** ***
Erection of members for frames; weldable
structural steel Grade 43A to BS 4360
M620 Permanent erection t *** *** ***
M690.1 Hilti; anchor bolts; H.S.L. M12 or products
having equivalent functions or performance nr *** *** ***
M690.2 Hilti; anchor bolts; H.S.L. M16 or products
having equivalent functions or performance nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF1.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK
Hot dip galvanised mild steel
Ladders; stringers 40mm diameter; min 3mm thick;
rungs 20mm diameter; with 450 x 1100mm galvanised
mild steel cover plate and return stringers
N130.1 type 1; lockable; as Drawing nr
LCC300/31/A24/501, 504-505 m *** *** ***
Ladders; stringers 40mm diameter; min 3mm thick;
rungs 20mm diameter
N130.2 type 2; as Drawing nr
LCC300/31/A24/502, 504-505 m *** *** ***
Ladders; stringers 40mm diameter; min 3mm thick;
rungs 20mm diameter; including safety hoops and
return stringers
N130.3 type 3; as Drawing nr
LCC300/31/A24/503-505 m *** *** ***
Miscellaneous framing; welded
and bolted connection
N161 angle section; 150 x 90 x 10mm m *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF1.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK
Hot dip galvanised mild steel (Cont'd)
Miscellaneous framing; welded and bolted
connection (Cont'd)
N169.1 signage support bracketry; type 2; 2.0-2.5m
inverted high from structural ceiling; as Drawing
nr SI-E2350L/31/A70/796, 797 nr *** *** ***
N169.2 signage support bracketry; type 2; 2.5-3.0m
inverted high from structural ceiling; as Drawing
nr SI-E2350L/31/A70/796, 797 nr *** *** ***
N169.3 signage support bracketry; type 2; 3.5-4.0m
inverted high from structural ceiling; as Drawing
nr SI-E2350L/31/A70/796, 797 nr *** *** ***
N169.4 signage support bracketry; type 3; 1.0-1.5m
inverted high from structural ceiling; as Drawing
nr SI-E2350L/31/A70/796, 797 nr *** *** ***
N169.5 signage portal; floor mounted; overall size
5550 x 3300mm high above finished floor level;
as Architectural Specification section 68.3 and
Appendix AA to Particular Specification,
section Z11; as Drawing
nr SI-E2350L/31/A70/756, 769 nr *** *** ***
N169.6 Signage portal; floor mounted; overall size
4350 x 3300mm high above finished floor level;
as Architectural Specification section 68.3 and
Appendix AA to Particular Specification,
section Z11; as Drawing
SI-E2350L/31/A70/756, 770 nr *** *** ***
Refuse chute; as Appendix AA to Particular
Specification, section N31 and Drawing nr
LCC300/31/A25/001-004
N190.1 fixing collar; internal diameter 603mm; including
anchor bolt and other accessories nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK
Stainless steel
Ladders; stringers 40mm diameter; min 3mm thick;
rungs 20mm diameter; with 450 x 1100mm galvanised
mild steel cover plate and return stringers
N130.4 type 1; lockable; to steel deck platform; as
Drawing nr
LCC300/31/A24/501, 504-505, 510-511 m *** *** ***
Ladders; stringers 40mm diameter; min 3mm thick;
rungs 20mm diameter
N130.5 type 2; to steel deck platform; as Drawing nr
LCC300/31/A24/502, 504-505, 501-511 m *** *** ***
Ladders; stringers 40 mm diameter; min 3 mm
thick; rungs 20 mm diameter
N130.6 type 2; as Drawing nr.
LCC300/31/A24/502, 504-505 m *** *** ***
Ladders; stringers 40 mm diameter; min 3 mm
thick; rungs 20 mm diameter; including safety
hoops and return stringers
N130.7 type 3; as Drawing nr.
LCC300/31/A24/503-505 m *** *** ***
N140.1 Twin handrail; type T5J; stainless steel; 900mm
high from finished floor level; as Drawing nr
LCC300/31/A60/120, 123 m *** *** ***
Handrails; comprising 50mm diameter; 2mm thick
(min) handrails; 15mm diameter brackets at 900mm
approximate centres; 50mm diameter x 4mm thick
cover plate; including bolts, rivets and all
necessary fixings and fixing devices
N140.2 as Drawing nr
LCC300/31/A15/242, /273 m *** *** ***
N190.2 Urinal grating; type U4M1; 1200 x 300 x 15 mm;
with vertical support; as Drawing nr
LCC300/31/A60/403 nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1 .1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK
Stainless steel (Cont'd)
N190.3 Grating cover; 300 x 1044 x 15mm thick nr *** *** ***
Refuse chute; as Appendix AA to Particular
Specification, section N31 and Drawing nr
LCC300/31/A25/001-004
N190.4 stainless steel section to BS 1703; internal size
400 x 400mm; 1.5mm thickness m *** *** ***
N190.5 stainless steel discharge section; 1.5mm thick;
approximate size 400 x 400; square section bottom
bent at 45 DEG. to horizontal nr *** *** ***
N190.6 stainless steel section to BS 1703; internal
diameter 600mm (min); 1.5mm thick m *** *** ***
N190.7 stainless steel section to BS 1703; internal
diameter 450mm (min); 3mm thick m *** *** ***
N190.8 stainless steel double skin; side hinged
inspection panel; to clear opening size
400 x 400mm; with 1.5 hours fire rated proof to
BS 476; including framing and associated
accessories nr *** *** ***
N190.9 stainless steel self closing and sealing double
skin ▇▇▇▇▇▇ door; to clear opening size 350 x
x 250mm; with 1.5 hours fire rated proof to BS
476; including framing and associated accessories nr *** *** ***
N190.10 fire cut off door with fusible link; including
framing, associated ironmongery and accessories nr *** *** ***
Steel deck platform with wire mesh; balustrades
suspended from slab and beams; bolted connection
to ladders and soffit of slab and beams
N220 size 2250 x 2500 x 1100mm high; as Drawing nr
LCC300/31/A24/501-502, 504-505, 510-511 m2 *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF1.1/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK
Aluminium
N190.11 Profiled cable containment feature; 2400mm wide x
600mm (extreme) deep; curved bottom; with cable
tray 1500mm wide x 200mm deep including vertical
support, as Drawing nr
SI-E2350L/31/A70/795 m *** *** ***
BRICKWORK, BLOCKWORK AND MASONRY
Dense concrete blockwork; compressive strength
7.0 N/mm2; stretcher bond; in cement/lime mortar;
flush pointed; as Appendix AA to Particular
Specification, section F10
Thickness: 100mm
U511.1 vertical straight walls m2 *** *** ***
Thickness: 140mm
U511.2 vertical straight walls m2 *** *** ***
U519 plinths m2 *** *** ***
Thickness: 140mm; 2 hours fire rating
U511.3 vertical straight walls m2 *** *** ***
Surface features
U578 fair facing m2 *** *** ***
Ancillaries
U581 joint reinforcement; 24 gauge galvanised expanded
steel mesh; 300 mm wide m *** *** ***
U583.1 movement joints; fire rated filler; 100mm in
depth; as Drawing nr LCC300/31/A24/154, 156 m *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF1.1/7 Contract No. LCC-30G
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
BRICKWORK, BLOCKWORK AND MASONRY
Dense concrete blockwork; compressive strength
7.0 N/mm2; stretcher bond; in cement/lime mortar;
flush pointed; as Appendix AA to Particular
Specification, section F10 (Cont'd)
Ancillaries (Cont'd)
U583.2 movement joints; fire rated filler; 140mm in
depth; as Drawing nr LCC300/31/A24/154, 156 m *** *** ***
U586 fixings and ties; galvanised mild steel dove
tail ties m2 *** *** ***
U589 head restraint; galvanised mild steel angle;
70 x 70 x 3mm thick; sleeved and dowelled into
blockwork at 2000mm centres m *** *** ***
PAINTING
Emulsion paint; with one coat thinned with water
in accordance with manufacturer's recommendation
and unthinned coats; as Appendix AA to Particular
Specification, section M60
Plaster and render
V543.1 surfaces inclined at an angle exceeding 60
degrees to the horizontal m2 *** *** ***
Emulsion paint; anti-fungal; with one coat
thinned with water in accordance with
manufacturer's recommendation and two unthinned
coat; as Appendix AA to Particular Specification,
section M60
Plaster and render
V543.2 surfaces inclined at an angle exceeding 60
degrees to the horizontal m2 *** *** ***
V544 soffit surfaces and lower surfaces inclined at
an angle not exceeding 60 degrees to the
horizontal m2 *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
PAINTING
Epoxy paint; acid resisting; with one undercoat
and one finishing coat; as Appendix AA to
Particular Specification, section M60
Concrete
V733 surfaces inclined at an angle exceeding 60
degrees to the horizontal m2 *** *** ***
Brickwork and blockwork
V763 surfaces inclined at an angle exceeding 60
degrees to the horizontal m2 *** *** ***
Epoxy resin paint; with one two-component enoxy
based primer and one multi-component epoxy top
coat; as Architectural Specification section 67.7
Granolithic screed
V791.1 upper surfaces inclined at an angle not
exceeding 30 degrees to the horizontal m2 *** *** ***
Epoxy paint; with one undercoat and one finishing
coat; as Appendix AA to Particular Specification,
section M60
Granite stone tiling
V791.2 upper surfaces inclined at an angle not exceeding
30 degrees to the horizontal; 75mm wide queuing
line at platform m *** *** ***
V796.1 letters, numerals, characters, punctuations and
the like; Chinese characters as per drawing
LCC300/31/A30/013 nr *** *** ***
V796.2 letters, numerals, characters, punctuations and
the like; English characters as per drawing
LCC300/31/A30/013 nr *** *** ***
V796.3 letters, numerals, characters, punctuations and
the like; disabled signs nr *** *** ***
V796.4 letters, numerals, characters, punctuations and
the like; numerals inclusive of coloured base nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF1.1/9 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
PAINTING
Synthetic paint; with one coat recommended
primer, two undercoats and one finishing coat; as
Appendix AA to Particular Specification,
section M60
Metal other than metal sections and pipework
V911 upper surfaces inclined at an angle not exceeding
30 degrees to the horizontal m2 *** *** ***
V914 soffit surfaces and lower surfaces inclined at an
angle not exceeding 60 degrees to the horizontal m2 *** *** ***
V915 isolated surfaces of width or girth not exceeding
500mm m2 *** *** ***
Anti-dust sealer; with one polymer single
component weather resistant top coating and one
base coat; as Architectural Specification
section 64.4
Concrete
V934 soffit surfaces and lower surfaces inclined at an
angle not exceeding 60 degrees to the horizontal m2 *** *** ***
Cement and sand screed
V991.1 upper surfaces inclined at an angle not exceeding
30 degrees to the horizontal m2 *** *** ***
Granolithic screed
V991.2 upper surfaces inclined at an angle not exceeding
30 degrees to the horizontal m2 *** *** ***
V995 isolated surfaces of width on girth not exceeding
500mm m2 *** *** ***
Granolithic skirting 150mm high
V993 surfaces inclined at an angle exceeding 60
degrees to the horizontal m *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF1.1/10 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
WATERPROOFING
Damp proofing
Waterproofing membrane system; comprising two
component solvent free epoxy coating, one
component polyurethane adhesive primer and two
component solvent free polyurethane elastic
waterproof coating; minimum 2mm thick; as Appendix
AA to Particular Specification, section J30 and
as Drawing LCC300/31/ A31/401
W131 upper surfaces inclined at an angle not exceeding
30 degrees to the horizontal m2 *** *** ***
W133 surfaces inclined at an angle exceeding 60
degrees to the horizontal m2 *** *** ***
W137 surfaces of width 300mm - 1m m *** *** ***
Tanking
Waterproofing membrane; one coat and minimum
1.5mm thick; as Appendix AA to Particular
Specification, section J30
W231 upper surfaces inclined at an angle not exceeding
30 degrees to the horizontal m2 *** *** ***
W233 surfaces inclined at an angle exceeding 60
degrees to the horizontal m2 *** *** ***
MISCELLANEOUS WORK
Rubber fillet block
To platform edge
X990.1 nominally 50mm thick and 100mm wide m *** *** ***
Striking edge shock-absorbent strip
To platform edge
X990.2 nominally 20mm thick and 150mm wide m *** *** ***
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To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/11 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
PARTITIONS
Proprietary partitions
AB130 Door; 20mm thick; laminated; with plastic colour
coated veneer on both sides; including framing;
stainless steel coat hook and lock; size
710 x 1700mm high; as Drawing nr
LCC300/31/A60/401 nr *** *** ***
Proprietary toilet cubicles; galvanised mild
steel finished; floor mounted; as Appendix AA to
Particular Specification, section K32
AB300.1 800 x 2000mm high overall; with 1 compartment nr *** *** ***
AB300.2 920 x 2000mm high overall; with 1 compartment nr *** *** ***
AB300.3 1200 x 1500 x 2000mm high overall; with 1
compartment nr *** *** ***
AB300.4 1885 x 1800 x 2000mm high overall; with 2
compartments nr *** *** ***
AB300.5 2000 x 1800 x 2000mm high overall; with 2
compartments nr *** *** ***
AB300.6 2300 x 1970 x 2000mm high overall; with 2
compartments nr *** *** ***
AB300.7 3235 x 1800 x 2000mm high overall; with 3
compartments nr *** *** ***
AB300.8 3570 x 1800 x 2000mm high overall; with 2
compartments nr *** *** ***
CARPENTRY & JOINERY
Non-fire rated doors and frames; as Appendix AA
to Particular Specification, section L20
Solid core flush; galvanised steel door frame
width 210mm (max.); head and jamb type H; facing
both sides with 5mm plywood with 5mm plywood with
plastic laminate sheet
AC110.1 1050 x 2150 x 44mm thick (Door type 01) nr *** *** ***
AC110.2 1700 x 2150 x 44mm thick; with 200 x 800mm vision
panel (Door type 07) nr *** *** ***
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To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/12 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
CARPENTRY & JOINERY
One hour fire rated doors and frames; as Appendix
AA to Particular Specification, section L20
Solid core flush; galvanised steel door frame
width 210mm (max.); head and jamb type H; facing
both sides with 5mm plywood with plastic laminate
sheet
AC110.3 1700 x 2150 x 44mm thick; with 200 x 800mm vision
panel (Door type 07) nr *** *** ***
Fittings
AC710.1 Cupboard; type S1P; plastic laminated plywood;
consisting of 2750 x 600 x 750mm high lower
cabinet and 2750 x 350 x 1200mm high upper
cabinet with glass shelves and swing doors; as
Appendix AA to Particular Specification, section
Z10 and Drawing nr LCC300/31/A60/351 nr *** *** ***
AC710.2 Cupboard; type S1N; plastic laminated plywood;
overall size 2950 x 500 x 1950mm high; with glass
shelves and swing doors; as Appendix AA to
Particular Specification, section Z10 and
Drawing nr LCC300/31/A60/352 nr *** *** ***
Cupboard; plastic laminated plywood; with
adjustable shelf; as Appendix AA to Particular
Specification, section Z10 and Drawing nr
LCC300/31/A60/361, 715
AC710.3 type S1X; overall size 2400 x 600 x 2000mm high nr *** *** ***
AC710.4 type S1Y; overall size 390 x 600 x 2000mm high nr *** *** ***
AC710.5 type S1Z; overall size 1200 x 600 x 2000mm high nr *** *** ***
Cupboard; plastic laminated plywood; as Appendix
AA to Particular Specification, section Z10 and
Drawing nr LCC300/31/A60/362
AC710.6 type S1U; corian top with splash back; overall
size 2400 x 600 x 900mm high nr *** *** ***
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To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/13 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
CARPENTRY & JOINERY
Fittings (Cont'd)
Cupboard; plastic laminated plywood; as Appendix
AA to Particular Specification, section Z10 and
Drawing nr LCC300/31/A60/362 (Cont'd)
AC710.7 type S1W; wall mounted; overall size
2400 x 450 x 350mm high nr *** *** ***
AC710.8 type S1V; wall mounted; overall size
600 x 450 x 700mm high Supervisor desk counter;
plastic laminated plywood; with stainless steel
hairline finish; corian bench top; drawers;
including E&M fixtures and fittings; as Drawing
nr LCC300/31/A60/721 nr *** *** ***
AC720.1 type T3K1; overall size 600 x 475 x 1050mm high nr *** *** ***
Counter; plastic laminated plywood; as Appendix
AA to Particular Specification, section Z10 and
Drawing nr LCC300/31/A60/381, 382
AC720.2 type T3P; with stainless steel counter top;
drawers and shelf; tempered glass front panel;
overall size 2200 x 670 x 1200mm high nr *** *** ***
AC720.3 type T3O; with stainless steel counter top and
front panel; overall size 1800 x 430 x 450mm high nr *** *** ***
AC720.4 counter; type T3N; plastic laminated plywood;
with glass display box; stainless steel hairline
front panel; overall size 5410 x 950 x 750mm
high; as Appendix AA to Particular Specification,
section Z10 and Drawing nr LCC300/31/A60/353-354 nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSFl.1/14 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
CARPENTRY & JOINERY
Fittings (Cont'd)
Worktops; to acrylic based self formed solid
surfacing vanity counter top; with groove line
for water flow; splash back; opening for basin,
tap and dispenser; framing and all necessary
ironmongery; as Appendix AA to Particular
Specification, section Z10 and Drawing nr
LCC300/31/A60/402
AC740.1 overall size 1400 x 600 x 450 mm high nr *** *** ***
AC740.2 overall size 1620 x 600 x 450 mm high nr *** *** ***
AC740.3 overall size 1735 x 600 x 450 mm high nr *** *** ***
AC740.4 overall size 2000 x 600 x 450 mm high nr *** *** ***
AC740.5 overall size 2260 x 600 x 450 mm high nr *** *** ***
AC740.6 overall size 4140 x 600 x 450 mm high nr *** *** ***
AC740.7 overall size 4180 x 600 x 450 mm high nr *** *** ***
AC740.8 overall size 2575 x 600 x 450 mm high nr *** *** ***
AC740.9 U-shape; extreme size 2100 x 2300 x 2100
long x 600 x 900mm high nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/15 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
CARPENTRY & JOINERY
Fittings (Cont'd)
Lockers; standing on 140mm thick masonry slab
(measured separately); including 375mm high shoe
rack at lower level; 300mm wide x 600mm deep
x 850mm high proprietary locker units with GMS
adjustable hanger rods, on 20mm thick
cementitious side backing and 15mm thick plywood
backing on 15mm thick cementitious backing; 325mm
continuous plastic laminated overhead panel with
38 x 38 x 3mm thick GMS welded bracing angle and
bolted to wall; including all necessary framing,
ironmongery and finishes; as Appendix AA to
Particular Specification section Z10 and Drawing
nr LCC300/31/A60/420
AC790.1 overall size 1800 x 600 x 2400mm high nr *** *** ***
AC790.2 overall size 2100 x 600 x 2400mm high nr *** *** ***
AC790.3 overall size 3300 x 600 x 2400mm high nr *** *** ***
Luggage handling counter; as Drawing nr
LCC300/31/A60/382
AC790.4 overall size 5000 x 670 x 1200mm high nr *** *** ***
Cabinet; plastic laminated plywood; as Appendix
AA to Particular Specification, section Z10 and
Drawing nr LCC300/31/A60/313, 714, 716
AC790.5 type S1AA; with 2 drawers and 3 pigeon holes;
overall size 1000 x 600 x 750mm high nr *** *** ***
AC790.6 type S1AB; with 4 pigeon holes; overall size
1000 x 600 x 750mm high nr *** *** ***
AC790.7 Cabinet; type S1S; plastic laminated plywood;
overall size 3200 x 600 x 750mm high; as Appendix
AA to Particular Specification, section Z10 and
Drawing nr LCC300/31/A60/381 nr *** *** ***
AC790.8 Cabinet; type S1T; plastic laminated plywood;
overall size 6600 x 600 x 800mm high; as
Drawing nr LCC300/31/A60/372, 716 nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/16 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
CARPENTRY & JOINERY
Fittings (Cont'd)
Table; plastic laminated plywood; with keyboard
drawers; as Appendix AA to Particular
Specification, section Z10 and Drawing nr
LCC300/A60/313, 373, 714, 716
AC790.9 type S70; overall size 2000 x 600 x 750mm high nr *** *** ***
AC790.10 type S7P; overall size 1500 x 600 x 750mm high nr *** *** ***
AC790.11 type S7Q; overall size 1600 x 600 x 750mm high nr *** *** ***
AC790.12 type S7S; overall size 1250 x 600 x 750mm high nr *** *** ***
Table; plastic laminated plywood; with keyboard
drawers; as Appendix AA to Particular
Specification, section Z10 and Drawing nr
LCC300/31/A60/316, 714, 716
AC790.13 type S7I; overall size 3620 x 2180 x 750mm high nr *** *** ***
AC790.14 type S7J; overall size 5020 x 600 x 750mm high nr *** *** ***
AC790.15 Table; type S7K; to level 1 fare adjustment
office; including plastic laminated plywood
worktop; 1 no. of keyboard drawer and 1 no. of
300mm radius cut off to bench and all other
fixing accessories; overall size 3000 x 900 x
750mm high; as Appendix AA to Particular
Specification, section Z10 and Drawing nr
LCC300/31/A60/341, 714 nr *** *** ***
AC790.16 Table type; S7L; to level 1 fare adjustment
office; including plastic laminated plywood
worktop; 2 no. of keyboard drawers and 2 nos. of
300mm radius cut off to bench and fixing
accessories; overall size 2985 x 900 x 750mm
high; as Appendix AA to Particular Specification,
section Z10 and Drawing nr LCC300/31/A60/341, 714 nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/17 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
CARPENTRY & JOINERY
Fittings (Cont'd)
Table; plastic laminated plywood with timber
support; keyboard drawers and semi-circular cut
off to bench; as Appendix AA to Particular
Specification, section AA and Drawing nr
LCC300/31/A60/371, 714
AC790.17 type S7N; overall size 1500 x 900 x 750mm high nr *** *** ***
AC790.18 type S7M; overall size 2100x 900 x 750mm high nr *** *** ***
AC790.19 Low cabinet; type S1R; plastic laminated plywood;
overall size 4000 x 600 x 800mm high, as Drawing
nr LCC300/31/A60/316, 716 nr *** *** ***
AC790.20 Movable cabinet; type S1Q; plastic laminated
plywood with 3 drawers; proprietary central lock
to drawers; 4 nos. of proprietary plastic
castors; overall size 600 x 500 x 660mm; as
Drawing nr LCC300/31/A60/711, 712 nr *** *** ***
Black out blind; with concealed hood, guides,
trim and other fixing accessories size
1200 x 1200mm high
AC790.21 type T2K; as Drawing LCC300/31/A60/327 nr *** *** ***
Name plate
AC790.22 type R5A nr *** *** ***
IRONMONGERY
Hinges; as Appendix AA to Particular
Specification, section P21
AD290.1 Type H1; size 114 x 114mm; fixed to timber door
leaf and galvanised steel door frame nr *** *** ***
AD290.2 Type H1; size 114 x 114mm; fixed to galvanised
steel nr *** *** ***
AD290.3 Type H1; size 114 x 114mm; fixed to stainless
steel nr *** *** ***
AD290 .4 Type H1; size 114 x 114mm; fixed to Stainless
steel door leaf and galvanised steel door frame nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/18 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
IRONMONGERY
Hinges; as Appendix AA to Particular
Specification, section P21 (Cont'd)
AD290.5 Type H2; size 114 x 114mm; fixed to galvanised
steel nr *** *** ***
AD290.6 Type H3; size 114 x 114mm; fixed to galvanised
steel nr *** *** ***
AD290.7 Type H3; size 114 x 114mm; fixed to stainless
steel nr *** *** ***
AD290.8 Type H4; size 114 x 114mm; fixed to galvanised
steel nr *** *** ***
Locks, latches and bolts; as Appendix AA to
Particular Specification, section P21
Lock cases
AD319.1 type L1; fixed to galvanised steel nr *** *** ***
AD319.2 type L1; fixed to stainless steel nr *** *** ***
AD319.3 type L1; fixed to stainless steel door leaf and
galvanised steel door frame nr *** *** ***
AD319.4 type L2; fixed to galvanised steel nr *** *** ***
AD319.5 type L2; fixed to stainless steel nr *** *** ***
AD319.6 type L3; fixed to galvanised steel nr *** *** ***
AD319.7 type L3; fixed to stainless steel nr *** *** ***
AD319.8 type L6B; fixed to galvanised steel nr *** *** ***
AD319.9 type L6B; fixed to stainless steel nr *** *** ***
AD319.10 type L6C; fixed to galvanised steel nr *** *** ***
AD319.11 type L7; fixed to galvanised steel nr *** *** ***
AD319.12 type L7; fixed to stainless steel nr *** *** ***
AD319.13 type L8; fixed to timber door leaf and galvanised
steel door frame nr *** *** ***
AD319.14 type L8; fixed to galvanised steel nr *** *** ***
AD319.15 type L8; fixed to stainless steel nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/19 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
IRONMONGERY
Locks, latches and bolts; as Appendix AA to
Particular Specification, section P21 (Cont'd)
Bolts
AD339.1 type FB1; fixed to galvanised steel nr *** *** ***
AD339.2 type FB1; fixed to stainless steel nr *** *** ***
AD339.3 type FB4; fixed to galvanised steel nr *** *** ***
Panic bolt
AD339.4 type ED2; fixed to galvanised steel nr *** *** ***
AD339.5 type ED2; fixed to stainless steel nr *** *** ***
AD339.6 type ED3; fixed to galvanised steel nr *** *** ***
AD339.7 type ED3; fixed to stainless steel nr *** *** ***
Closers and selectors; as Appendix AA to
Particular Specification, section P21
Door closers
AD490.1 type CL1; fixed to timber door leaf and
galvanised steel door frame nr *** *** ***
AD490.2 type CL1; fixed to galvanised steel nr *** *** ***
AD490.3 type CL1; fixed to stainless steel nr *** *** ***
AD490.4 type CL1; fixed to stainless steel door leaf and
galvanised steel door frame nr *** *** ***
AD490.5 type CL1A; fixed to timber door leaf and
galvanised steel door frame nr *** *** ***
AD490.6 type CL1A; fixed to galvanised steel nr *** *** ***
AD490.7 type CL1A; fixed to stainless steel nr *** *** ***
AD490.8 type CL2A; fixed to galvanised Steel nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/20 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
IRONMONGERY
Closers and selectors; as Appendix AA to
Particular Specification, section P21 (Cont'd)
(Cont'd)
Door closers (Cont'd)
AD490.9 type CL3; fixed to galvanised steel nr *** *** ***
AD490.10 type CL3; fixed to stainless steel nr *** *** ***
Handles with backplates; as Appendix AA to
Particular Specification section P21
Pull handles
AD520.1 type PH1; with 300 x 100 x 1.6mm backplates;
fixed to timber nr *** *** ***
AD520.2 type PH1; with 300 x 100 x 1.6mm backplates;
fixed to galvanised steel nr *** *** ***
AD520.3 type PH1; with 300 x 100 x 1.6mm backplates,
fixed to stainless steel nr *** *** ***
Push plates; as Appendix AA to Particular
Specification section P2l
AD600.1 Type PP1; 300 x 100 x 1.6mm thick; fixed to
timber nr *** *** ***
AD600.2 Type PP1; 300 x 100 x 1.6mm thick; fixed to
galvanised steel nr *** *** ***
AD600.3 Type PP1; 300 x 100 x 1.6mm thick; fixed to
stainless steel nr *** *** ***
Kick plates; as Appendix AA to Particular
Specification, section P21
AD700.1 Type K1; 765 x 200 x 1.6mm thick; fixed to timber nr *** *** ***
AD700.2 Type K1; 890 x 200 x 1.6mm thick; fixed to timber nr *** *** ***
AD700.3 Type K1; 765 x 200 x 1.6mm thick; fixed to
galvanised steel nr *** *** ***
AD700.4 Type K1; 890 x 200 x 1.6mm thick; fixed to
galvanised steel nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/21 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
IRONMONGERY
Kick plates; as Appendix AA to Particular
Specification, section P21 (Cont'd)
AD700.5 Type K1; 1290 x 200 x 1.6mm thick; fixed to
galvanised steel nr *** *** ***
AD700.6 Type K1; 820 x 200 x 1.6mm thick; fixed to
stainless steel nr *** *** ***
AD700.7 Type K1; 1050 x 200 x 1.6mm thick; fixed to
stainless steel nr *** *** ***
AD700.8 Type K1; 1215 x 200 x 1.6mm thick; fixed to
stainless steel nr *** *** ***
Accessories; as Appendix AA to Particular
Specification, section P21
Door stops
AD810.1 type ST1; fixed to timber door leaf and concrete
floor nr *** *** ***
AD810.2 type ST1; fixed to galvanised steel door leaf and
concrete floor nr *** *** ***
AD810.3 type ST1; fixed to stainless steel door leaf and
concrete floor nr *** *** ***
Wall bumper
AD840.1 type ST2; fixed to timber door leaf and concrete
wall nr *** *** ***
AD840.2 type ST2; fixed to galvanised steel door leaf and
concrete wall nr *** *** ***
AD840.3 type ST2; fixed to stainless steel door leaf and
concrete wall nr *** *** ***
Grab rail bar
AD890.1 type GR; fixed to galvanised steel nr *** *** ***
AD890.2 type GR; fixed to stainless steel nr *** *** ***
Gasket
AD890.3 type AS1 nr *** *** ***
AD890.4 type AS2 nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/22 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
IRONMONGERY
Accessories; as Appendix AA to Particular
Specification, section P21 (Cont'd)
Threshold
AD890.5 type T1; fixed to galvanised steel nr *** *** ***
AD890.6 type T1; fixed to stainless steel nr *** *** ***
Dust proof strike
AD890.7 type ECS nr *** *** ***
Co-ordinator
AD890.8 type DC1 nr *** *** ***
METAL DOORS AND FRAMES
Non-fire rated doors and frames; as Appendix AA
to Particular Specification, section L20
Galvanised steel with polyester powder coated
finish; door type 07; door frame width 210mm
(max); head and jamb type A
AE100.1 1700mm width x 2150mm high; with 200 x 800 mm
vision panels nr *** *** ***
Galvanised steel with polyester powder coated
finish; door type 01; door frame width 210mm
(max); head and jamb type A
AE100.2 1350mm width x 2250mm high nr *** *** ***
Galvanised steel with polyester powder coated
finish; door type 06; door frame width 210mm
(max.); head and jamb type A
AE100.3 1700mm width x 2150mm high nr *** *** ***
AE100.4 1700mm width x 2250mm high nr *** *** ***
AE100.5 2600mm width x 2150mm high nr *** *** ***
AE100.6 2600mm width x 2250mm high nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/23 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
METAL DOORS AND FRAMES
Non-fire rated doors and frames; as Appendix AA
to Particular Specification, section L20 (Cont'd)
Galvanised steel with polyester powder coated
finish; door type 06C; door frame width 210mm
(max.); head and jamb type A
AE100.7 1650mm width x 2150mm high nr *** *** ***
AE100.8 1950mm width x 2250mm high nr *** *** ***
AE100.9 2600mm width x 2250mm high nr *** *** ***
Stainless steel with hairline finish; door type
01; door frame width 210mm (max.); head and jamb
type E
AE110.1 1210mm width x 2150mm high nr *** *** ***
Stainless steel with hairline finish; door type
01; door frame width 210mm; head and jamb type
F+G
AE110.2 1000mm width x 2150mm high nr *** *** ***
AE110.3 1210mm width x 2150mm high nr *** *** ***
Stainless steel with hairline finish; door type
01; door frame width 210mm (max.); head and jamb
type E+G
AE110.4 1050mm width x 2150mm high nr *** *** ***
AE110.5 1210mm width x 2150mm high nr *** *** ***
Stainless steel with hairline finish; door type
06C; door frame width 210mm (max.); head and jamb
type F+G
AE110.6 1050mm width x 2150mm high nr *** *** ***
AE110.7 1810mm width x 2150mm high nr *** *** ***
Stainless steel with hairline finish; door type
07; door frame width 210mm (max.); head and
jamb type E+G
AE110.8 1810mm width x 2150mm high; with 200 x 800mm
vision panels nr *** *** ***
AE110.9 2600mm width x 2150mm high; with 200 x 800mm
vision panels nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/24 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
METAL DOORS AND FRAMES
Non-fire rated doors and frames; as Appendix AA
to Particular Specification, section L20 (Cont'd)
Stainless steel with hairline finish; door type
07; door frame width 210mm (max.); head and jamb
type F+G
AE110.10 1810mm width x 2150mm high; with 200 x 800mm
vision panels nr *** *** ***
Stainless steel with hairline finish; door type
08; door frame width 210mm (max.); head and jamb
type E+G
AE110.11 1810mm width x 2150mm high nr *** *** ***
Stainless steel with hairline finish; door type
01A; door frame width 210mm (max.); head and jamb
type A
AE110.12 1210mm width x 2150mm high nr *** *** ***
Stainless steel with hairline finish; door type
01A; door frame width 210mm (max.); head and jamb
type E
AE110.13 1210mm width x 2150mm high nr *** *** ***
Stainless steel with hairline finish; door type
01A; door frame width 210mm (max.); head and jamb
type E+G
AE110.14 1210mm width x 2150mm high nr *** *** ***
Stainless steel with hairline finish; door type
01A; door frame width 210mm (max.); head and jamb
type F+G
AE110.15 1210mm width x 2150mm high nr *** *** ***
Stainless steel with hairline finish; door type
01C; door frame width 210mm (max.); head and jamb
type E+G
AE110.16 1210mm width x 2150mm high nr *** *** ***
AE110.17 1210mm width x 2150mm high; with 200 x 800mm
vision panels nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/25 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
METAL DOORS AND FRAMES
Non-fire rated doors and frames; as Appendix AA
to Particular Specification, section L20 (Cont'd)
Stainless steel door with 2 nos of louvres; to
toilet duct room; including all necessary
ironmongery; as Drawing nr LCC300/31/A60/409
AE110.18 750mm width x 2150mm high nr *** *** ***
Galvanised steel with paint finish; door type
01A; door frame width 210mm (max.); head and jamb
type A
AE120.1 900mm width x 2150mm high nr *** *** ***
AE120.2 950mm width x 2150mm high nr *** *** ***
AE120.3 1050mm width x 2150mm high nr *** *** ***
Galvanised steel with paint finish; door type
02; door frame width 210mm (max.); head and jamb
type A
AE120.4 1050mm width x 2150mm high; with 200 x 800mm
vision panels nr *** *** ***
Galvanised steel with paint finish; door type 07;
door frame width 210mm (max.); head and jamb
type A
AE120.5 1650mm width x 2150mm high; with 200 x 800mm
vision panels nr *** *** ***
Galvanised steel with paint finish; door type 01;
door frame width 210mm (max.); head and jamb
type A
AE120.6 1050mm width x 2150mm high nr *** *** ***
Galvanised steel with paint finish; door type
01C; door frame width 210mm (max.); head and jamb
type A
AE120.7 850mm width x 2150mm high nr *** *** ***
AE120.8 900mm width x 2150mm high nr *** *** ***
AE120.9 1050mm width x 2150mm high nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/26 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
METAL DOORS AND FRAMES
Half-hour fire rated doors and frames; as
Appendix AA to Particular Specification, section
L20
Galvanised steel with paint finish; door type 06;
door frame width 210mm (max.); head and jamb
type A
AE220 2250mm width x 2150mm high nr *** *** ***
One hour fire rated doors and frames; as Appendix
AA to Particular Specification, section L20
Galvanised steel with polyester powder coated
finish; door type 01C; door frame width 210mm
(max.); head and jamb type A
AE300 1350mm width x 2250mm high nr *** *** ***
Stainless steel with hairline finish; door type
07; door frame width 210mm (max.); head and jamb
type F+G
AE310.1 1810mm width x 2150mm high; with 200 x 800mm
vision panels nr *** *** ***
Stainless steel with hairline finish; door type
07; door frame width 210mm (max.); head and jamb
type A
AE310.2 2700mm width x 2150mm high; with 200 x 800mm
vision panels nr *** *** ***
AE310.3 2750mm width x 2150mm high; with 200 x 800mm
vision panels nr *** *** ***
Stainless steel with hairline finish; door type
07; door frame width 210mm (max.); head and jamb
type E+G
AE310.4 1810mm width x 2150mm high nr *** *** ***
AE310.5 1810mm width x 2150mm high; with 200 x 800mm
vision panels nr *** *** ***
AE310.6 2600mm width x 2150mm high; with 200 x 800mm
vision panels nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/27 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
METAL DOORS AND FRAMES
One hour fire rated doors and frames; as Appendix
AA to Particular Specification, section L20
(Cont'd)
Stainless steel with hairline finish; door type
01; door frame width 210mm (max.); head and jamb
type E+G
AE310.7 1210mm width x 2150mm high nr *** *** ***
Stainless steel with hairline finish; door type
01; door frame width 210mm (max.); head and jamb
type F+G
AE310.8 1210mm width x 2150mm high nr *** *** ***
Stainless steel with hairline finish; door type
01C; galvanised steel door frame width 210mm
(max.); head and jamb type A
AE310.9 1210mm width x 2150mm high nr *** *** ***
Stainless steel with hairline finish; door type
01C; door frame width 210mm (max.); head and jamb
type E+G
AE310.10 1210mm width x 2150mm high nr *** *** ***
AE310.11 1700mm width x 2150mm high nr *** *** ***
Stainless steel with hairline finish; door type
01C; door frame width 210mm (max.); head and jamb
type F+G
AE310.12 1210mm width x 2150mm high nr *** *** ***
AE310.13 1810mm width x 2150mm high; with 200 x 800mm
vision panels nr *** *** ***
Stainless steel with hairline finish; door type
06; door frame width 210mm (max.); head and jamb
type E+G
AE310.14 1810mm width x 2150mm high nr *** *** ***
Stainless steel with hairline finish; door type
06C; door frame width 210mm (max.); head and jamb
type E+G
AE310.15 1810mm width x 2150mm high nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/28 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
METAL DOORS AND FRAMES
One hour fire rated doors and frames; as Appendix
AA to Particular Specification, section L20
(Cont'd)
Galvanised steel with paint finish; door type 07;
door frame width 210mm (max.); head and jamb
type A
AE320.1 1100mm width x 2150mm high; with 200 x 800mm
vision panels nr *** *** ***
AE320.2 1650mm width x 2150mm high; with 200 x 800mm
vision panels nr *** *** ***
AE320.3 1700mm width x 2150mm high; with 200 x 800mm
vision panels nr *** *** ***
AE320.4 2600mm width x 2150mm high; with 200 x 800mm
vision panels nr *** *** ***
AE320.5 2700mm width x 2150mm high; with 200 x 800mm
vision panels nr *** *** ***
AE320.6 2750mm width x 2150mm high; with 200 x 800mm
vision panels nr *** *** ***
Galvanised steel with paint finish; door type 07;
door frame width 210mm (max.); head and jamb type
E+G
AE320.7 2600mm width x 2150mm high; with 200 x 800mm
vision panels nr *** *** ***
Galvanised steel with paint finish; door type 02;
door frame width 210mm (max.); head and jamb type
A
AE320.8 1050mm width x 2150mm high nr *** *** ***
AE320.9 1050mm width x 2150mm high; with 200 x 800mm
vision panels nr *** *** ***
Galvanised steel with paint finish; door type 01;
door frame width 210mm (max.); head and jamb type
A
AE320.10 700mm width x 2000mm high nr *** *** ***
AE320.11 750mm width x 2000mm high nr *** *** ***
AE320.12 1050mm width x 2150mm high nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/29 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
METAL DOORS AND FRAMES
One hour fire rated doors and frames; as Appendix
AA to Particular Specification, section L20
(Cont'd)
Galvanised steel with paint finish; door type
01C; door frame width 210mm (max.); head and jamb
type A
AE320.13 1050mm width x 2150mm high nr *** *** ***
AE320.14 1700mm width x 2150mm high; with
200 x 800mm vision panels nr *** *** ***
Galvanised steel with paint finish; door type 06;
door frame width 210mm (max.); head and jamb type
A
AE320.15 1650mm width x 2150mm high nr *** *** ***
Galvanised steel with paint finish; door type
06C; door frame width 210mm (max.); head and jamb
type A
AE320.16 1350mm width x 2150mm high nr *** *** ***
AE320.17 1650mm width x 2150mm high nr *** *** ***
AE320.18 1950mm width x 2150mm high nr *** *** ***
Two hour fire rated doors and frames; as Appendix
AA to Particular Specification,
section L20
Stainless steel with hairline finish; door type
01; door frame width 210mm (max.); head and jamb
type E
AE410 1210mm width x 2150mm high nr *** *** ***
Fire rated doors and frames to CLP requirements;
as Appendix AA to Particular Specification,
section L20
Stainless steel with hairline finish; door type
06; door frame width 210mm (max.); head and jamb
type A
AE910 2550mm width x 2975mm high nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/30 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
METAL SHUTTERS, WINDOWS AND LOUVRES
Shutters
Non-fire rated pipe/grille shutters; electrical
operating system; drop down type; with exposed
key switch boxes mounted on both sides of
shutter; as Appendix AA to Particular
Specification, section L20 and Drawing nr
LCC300/31/A24/801-806, /A40/801-807
AF111.1 stainless steel; recessed rail; standard hood
(fixed above ceiling); approximate size 6675 x
4300mm high nr *** *** ***
AF111.2 stainless steel; recessed rail; standard hood
(fixed above ceiling); approximate size 10950 x
4300mm high nr *** *** ***
AF111.3 stainless steel; recessed rail; standard hood
(fixed above ceiling); approximate size 10950 x
4700mm high nr *** *** ***
Non-fire rated slat shutters; electrical
operating system; drop down type; with exposed
key switch boxes mounted on both sides of
shutter; as Appendix AA to Particular
Specification, section L20 and Drawing nr
LCC300/31/A24/801-806, /A40/801-807
AF121.1 stainless steel; exposed rail; standard hood
(fixed inside room); typhoon resistant;
approximate size 4800 x 4000mm high nr *** *** ***
AF121.2 stainless steel; exposed rail; standard hood
(fixed inside room); typhoon resistant;
approximate size 4000 x 4050mm high nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/31 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
METAL SHUTTERS, WINDOWS AND LOUVRES
Shutters (Cont'd)
Non-fire rated glazed panels shutters; electrical
operating system; drop down type; with exposed
key switch boxes mounted on both sides of
shutter; as Appendix AA to Particular
Specification section, L20 and Drawing nr
LCC300/31/A24/801-806, /A40/801-807
AF129 polycarbonate with paint finish; recessed rail;
standard hood (fixed inside room); typhoon
resistant; approximate size 4800 x 2400mm high nr *** *** ***
One hour fire rated slat shutters; electrical
operating system; drop down type; with exposed
key switch boxes mounted on both sides of
shutter; as Appendix AA to Particular
Specification, section L20 and Drawing nr
LCC300/31/A24/801-806, /A40/801-807
AF131 stainless steel; recessed rail; standard hood
(fixed above ceiling); smoke resistant; with
smoke/heat detector activated; approximate size
6200 x 2400mm high nr *** *** ***
Two hours fire rated slat shutters; electrical
operating system; drop down type; with exposed
key switch boxes mounted on both sides of
shutter; as Appendix AA to Particular
Specification, section L20 and Drawing nr
LCC300/31/A24/801-806, /A40/801-807
AF141.1 stainless steel; recessed rail; standard hood
(fixed above ceiling); smoke resistant; with
smoke/heat detector activated; approximate
size 2400 x 2400mm high nr *** *** ***
AF141.2 stainless steel; recessed rail; standard hood
(fixed above ceiling); smoke resistant; with
smoke/heat detector activated; approximate
size 3000 x 1390mm high nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/32 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
METAL SHUTTERS, WINDOWS AND LOUVRES
Shutters (Cont'd)
Two hours fire rated slat shutters; electrical
operating system; drop down type; with exposed
key switch boxes mounted on both sides of
shutter; as Appendix AA to Particular
Specification, section L20 and Drawing nr
LCC300/31/A24/801-806, /A40/801-807 (Cont'd)
AF141.3 stainless steel; recessed rail; standard hood
(fixed above ceiling); smoke resistant; with
smoke/heat detector activated; approximate size
3600 x 1390mm high nr *** *** ***
AF141.4 stainless steel; recessed rail; standard hood
(fixed above ceiling); smoke resistant; with
smoke/heat detector activated; approximate size
3600 x 2400mm high nr *** *** ***
AF141.5 stainless steel; recessed rail; standard hood
(fixed inside room); smoke resistant; with
smoke/heat detector activated; approximate size
4800 x 4000mm high nr *** *** ***
AF141.6 stainless steel; recessed rail; standard hood
(fixed above ceiling); smoke resistant; with
smoke/heat detector activated; approximate size
6000 x 4740mm high nr *** *** ***
AF141.7 stainless steel; recessed rail; standard hood
(fixed above ceiling); smoke resistant; typhoon
resistant; with smoke/heat detector activated;
approximate size 11000 x 4740mm high nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/33 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
METAL SHUTTERS, WINDOWS AND LOUVRES
Smoke curtain; drop down to 2400mm above floor
flash level as Drawing LCC300/31/A04/512
AF199.1 1200 x 4310mm long nr *** *** ***
AF199.2 1500 x 4310mm long nr *** *** ***
AF199.3 3000 x 4310mm long nr *** *** ***
AF199.4 3600 x 4310mm long nr *** *** ***
AF199.5 4800 x 4310mm long nr *** *** ***
AF199.6 6000 x 4310mm long nr *** *** ***
Windows
Internal windows; two hours fire rated; as
Appendix AA to Particular Specification, section
L10 and Drawing nr LCC300/31/A23/001, 002 and
/A40/412
AF201 stainless steel; size 8400 x 1120mm high; with 90
degrees turning angle nr *** *** ***
Louvres
Internal louvre with insect mesh; weatherproofed;
including framing, mastic sealants, waterproofing
grouting, approved expanded metal lath/plaster
stop and all other fixing accessories and
support; as Appendix AA to Particular
Specification, section L15 and Drawing nr
LCC300/31/A24/901 and /A40/458
AF309 PVF2 coated aluminium; overall
size 450 x 450mm high nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/34 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
METAL CLADDING
System metal cladding
Vitreous enamelled steel panels; 150mm(overall
depth including fixings) thick; on anti-drumming
backing board; with vapour control layer;
including, all joints, cover plates (colour
matched) sealants and all other necessary
fixing accessories and supports; as Appendix AA
to Particular Specification, section H31 M63 and
Drawing nr LCC300/31/A20/001-007,010-013
AG111.1 walls and attached columns; not exceeding 1.0m2 m2 *** *** ***
AG111.2 walls and attached columns; circular; not
exceeding 1.0m2 m2 *** *** ***
AG111.3 walls and attached columns; 1.0-1.5m2 m2 *** *** ***
AG111.4 walls and attached columns; 1.0-1.5m2; circular m2 *** *** ***
AG111.5 walls and attached columns; 1.5-2.0m2 m2 *** *** ***
AG111.6 walls and attached columns; circular; 1.5-2.0m2 m2 *** *** ***
AG111.7 walls and attached columns; 2.0-2.5m2 m2 *** *** ***
AG111.8 walls and attached columns; 2.5-3.0m2 m2 *** *** ***
AG112.1 isolated columns; not exceeding 1.0m2 m2 *** *** ***
AG112.2 isolated columns; circular; not exceeding 1.0m2 m2 *** *** ***
AG112.3 isolated columns; 1.0-1.5m2 m2 *** *** ***
AG112.4 isolated columns; circular; 1.0-1.5m2 m2 *** *** ***
AG112.5 isolated columns; 1.5-2.0m2 m2 *** *** ***
AG112.6 isolated columns; circular; 1.5-2.0m2 m2 *** *** ***
AG112.7 isolated columns; 2.0-2.5m2 m2 *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
[STAMP]
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.2 : 28 October 2002 LSF1.1/35 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
METAL CLADDING
System metal cladding (Cont'd)
Vitreous enamelled steel panels; 150m (overall
depth including fixings) thick; on anti-drumming
backing board with vapour control layer;
including all joints, cover plates (colour
matched) sealants and all other necessary fixing
accessories and supports; as Appendix AA to
Particular Specification, section H31, M63 and
Drawing nr LCC300/31/A20/001-007, 010-013
(Cont'd)
AG112.8 isolated columns; 2200 x 1395mm m2 *** *** ***
AG112.9 isolated columns; 2200 x 1695mm m2 *** *** ***
AG112.10 isolated columns; 2400 x 1400mm m2 *** *** ***
AG112.11 isolated columns; 2400 x 1650mm m2 *** *** ***
AG119.1 cornice; approximate size 350 x 250mm high m *** *** ***
AG119.2 cornice; approximate size 350 x 250mm high;
circular m *** *** ***
Stainless steel panels; 2mm thick (min); general
background
AG141 walls and attached columns 0.5-1.0m2 panel m2 *** *** ***
Anodised aluminium; including anchorage,
structural supporting frame; silicon joint; and
all other necessary accessories; as Drawing nr
LCC300/31/A15/186
AG151.1 walls and attached columns; 4000 x 1140mm m2 *** *** ***
AG151.2 walls and attached columns; 4000 x 1300mm m2 *** *** ***
AG151.3 walls and attached columns; 4100 x 1140mm m2 *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.2 : 28 October 2002 LSF1.1/36 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
METAL CLADDING
System metal cladding (Cont'd)
Aluminium; polyvinylidene (PVF2); 3 coat Kynar
500 panels; 150mm thick (overall); on
anti-drumming backing board with vapour control
layer; consisting of 1.2mm decarbonized steel
sheet; 2mm thick hexagon aluminium honeycomb with
0.5mm thick colour coated steel sheet; including
sealants and all other necessary fixing
accessories and supports; as Appendix AA to
Particular Specification, section H31
AG161.1 walls and attached columns; not exceeding 1.0m2 m2 *** *** ***
AG161.2 walls and attached columns; not exceeding 1.0m2;
circular m2 *** *** ***
AG161.3 walls and attached columns; 1.0-1.5m2 m2 *** *** ***
AG161.4 walls and attached columns; 1.0-1.5m2; circular m2 *** *** ***
AG161.5 walls and attached columns; 1.5-2.0m2 m2 *** *** ***
AG161.6 walls and attached columns; 2.5-3.0m2 m2 *** *** ***
Proprietary aluminium sheets; including mastic
joint; stainless steel brackets and all
structural framing; as Appendix AA to Particular
Specification, section H31 and Drawing nr
LCC300/31/A60/611-617
AG173 ceilings including sides and soffits of attached
beams; 8.0 to 9.5m high m2 *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/37 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
SPECIALIST ARCHITECTURAL METALWORK
Metal access panel doors
AH100.1 Access hatch cover; galvanised iron; approximate
900 x 900mm; including base frame; latch; tongue
and associated ironmongery; as Drawing nr
LCC300/31/A24/403 nr *** *** ***
AH100.2 Access hatch cover; galvanised iron; approximate
1200x 1200mm; including base frame; latch; tongue
and associated ironmongery; as Drawing nr
LCC300/31/A24/511 nr *** *** ***
Metal fire hose reel cabinets
Hose reel cabinet door; piano hinged; including
stainless steel collar surround fixed to
reinforced concrete blockout opening with
galvanised mild steel fixing lugs; 8mm (minimum)
tempered glass front door; all associated
ironmongery
AH200.1 size 1190 x 860 x 150mm thick; as Drawing nr
LCC300/31/A24/301 and 302 nr *** *** ***
AH200.2 type T9C1; size 1190 x 1010 x 150mm thick; as
Drawing nr LCC300/31/A60/342 nr *** *** ***
AH200.3 type T9C2; size 1190 x 600 x 150mm thick; as
Drawing nr LCC300/31/A60/342 nr *** *** ***
Metalwork to kiosks and booths
AH300 Platform Supervisor Booth; overall size 2400 x
7200 x 3150mm high; complete including but not
limited to all necessary framing, glazing,
grating, door, window, ceiling system, finishes
stretcher cabinet and all other fittings and
accessories (flooring system and cabinet measured
separately); as Drawing nr LCC300/31/A60/310,
311, 314, 374 nr *** *** ***
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To Collection of Lump Sum Item LSF1.1 ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/38 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
SPECIALIST ARCHITECTURAL METALWORK
Metalwork to counters
AH400.1 Counter to ticket office; stainless steel;
approximate size 9600 x 425 x 2400mm high;
consisting of 6 sub-counters; including but not
limited to 2 hr fire rated non-combustible
framing; laminated plastic internal lining and
all metal work (VE panel and glazing measured
separately); as Drawing nr LCC300/31/A16/330, 331 nr *** *** ***
AH400.2 Counter to fare adjustment office; stainless
steel; L-shape; approximate size 5180 x 3100mm
long x 2400mm high; including but not limited to
2 hr fire rated non-combustible framing;
laminated plastic internal lining and all metal
work (VE panel and glazing measured separately);
as Drawing nr LCC300/31/A16/255 nr *** *** ***
Metal raised access floors
AH500.1 600 x 600mm wide cementitious core fully
encapsulated panels including carpet tile;
pedestal assembly; as Appendix AA to Particular
Specification, section K41 and Drawing nr
LCC300/31/A30/020 m2 *** *** ***
AH500.2 600 x 600mm wide cementitious core fully
encapsulated panels including vinyl floor tile;
pedestal assembly; as Appendix AA to Particular
Specification, section K41 and Drawing nr
LCC300/31/A30/020 m2 *** *** ***
Metal barriers
AH610 Stainless steel parapet to platform edge m *** *** ***
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To Collection of Lump Sum Item LSF1.1 ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/39 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
SPECIALIST ARCHITECTURAL METALWORK
Metal barriers (Cont'd)
AH620.1 Access gates; type T5D; removable; stainless
steel; size 1100 x 1500mm high from finished
floor level; including concealed base plate and
fixing accessories; as Drawing nr
LCC300/31/A60/120, 121, 131 nr *** *** ***
AH620.2 Access gate; type T5I; stainless steel; size 1100
x 1100mm high from finished floor level;
including concealed base plate and fixing
accessories; as Drawing nr LCC300/31/A60/120,
121, 131 nr *** *** ***
AH620.3 Access gates; type T5L; stainless steel; with
glass infill panel; size 2200 x 1050mm high from
finished floor level; including concealed base
plate and fixing accessories; as Drawing nr
LCC300/31/A60/120, 121, 131 nr *** *** ***
AH620.4 Removable railing; type T5F; stainless steel;
approximate typical base size 1100 x 1100mm high
from finished floor level; including concealed
base plate and fixing accessories; as Drawing nr
LCC300/31/A60/120, 121, 131 nr *** *** ***
AH620.5 Removable railing; type T5G; stainless steel;
approximate typical bay size 1100 x 1500mm high
from finished floor level; including concealed
base plate and fixing accessories; as Drawing nr
LCC300/31/A60/120, 121, 131 nr *** *** ***
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To Collection of Lump Sum Item LSF1.1 ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/40 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
SPECIALIST ARCHITECTURAL METALWORK
Balustrades
Glass balustrade; type T5A; in fully tempered and
heat soaked toughened safety glass; with ground
edges and railing; as Appendix AA to Particular
Specification, section L30 and Drawing nr
LCC300/31/A60/120, 130
AH710.1 typical bay size 1800 x 1100mm high above
finished floor level; including 12mm thick glass
panes; stainless steel frames, stanchions,
concealed base plates and all other necessary
accessories m *** *** ***
Glass balustrade; type TSB; in fully tempered and
heat soaked toughened safety glass; with ground
edges and railing; as Appendix AA to Particular
Specification, section L30 and Drawing nr
LCC300/31/A60/120, 130
AH710.2 typical bay size 1800 x 1500mm high above finish
floor level; including 12mm thick glass;
stainless steel frame, stanchions, concealed base
plates and all other necessary accessories m *** *** ***
Glass balustrade; type T5C; at escalator or
public stair void; in fully tempered and heat
soaked toughened safety glass; with ground edges
and railing; as Appendix AA to Particular
Specification, section L30 and Drawing nr
LCC300/31/A60/120, 122 & 130
AH710.3 typical bay size 1800 x 1100mm high above
finished floor level; including 12mm thick
tempered glass panes; stainless steel railing and
frames, stanchions and 450mm high skirting plate;
and all other fixing accessories m *** *** ***
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To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/41 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
SPECIALIST ARCHITECTURAL METALWORK
Balustrades (Cont'd)
Glass balustrade; type T5C; at public stair; in
fully tempered and heat soaked toughened safety
glass; with ground edges and railing; as Appendix
AA to Particular Specification section, L30 and
Drawing nr LCC300/31/A15/254-256, A60/120,
122,130
AH710.4 typical bay size 1800 x 1100mm high above
finished floor level; including 12mm thick
tempered glass panes; stainless steel railing
and frames, stanchions and 450mm high skirting
plate; and all other fixing accessories m *** *** ***
Mesh balustrade; 1100mm high; including railing;
mesh; stanchion and all necessary accessories
AH790 as Drawing nr LCC300/31/A15/201-219 except 215 m *** *** ***
Ancillaries
AH810.1 Metal seat; type T6A; stainless steel; fixed
through cladding wall; pivot mechanism to
specialist contractor design; consist of 2
nos. pressed profiled stainless steel seats;
support and fixing for connection to ▇▇▇▇▇▇▇;
size 1150 (min) x 270mm per module; as drawing nr
LCC300/31/A60/303 nr *** *** ***
AH810.2 Metal seat; type T6B; stainless steel; fixed
through cladding wall; pivot mechanism to
specialist contractor design; consist of 2
nos. pressed profiled stainless steel seats;
support and fixing for connection to ▇▇▇▇▇▇▇;
size 1150 (min) x 270mm per module; as drawing
nr LCC300/31/A60/303 nr *** *** ***
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To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.2 : 28 October 2002 LSF1.1/42 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
SPECIALIST ARCHITECTURAL METALWORK
Ancillaries (Cont'd)
AH810.3 Metal seat; type T6C; stainless steel; fixed
through cladding wall; pivot mechanism to
specialist contractor design; consist of 2 nos.
pressed profiled stainless steel seats; support
and fixing for connection to ▇▇▇▇▇▇▇; size 1150
(min) x 270mm per module; as drawing nr
LCC300/31/A60/303 nr *** *** ***
AH810.4 Metal seat; type T6D; stainless steel; fixed
through cladding wall; pivot mechanism to
specialist contractor design; consist of 2 nos.
pressed profiled stainless steel seats; support
and fixing for connection to ▇▇▇▇▇▇▇; size 1150
(min) x 270mm per module; as drawing nr
LCC300/31/A60/303 nr *** *** ***
AH810.5 Metal seats; type T6E; free stand; stainless
steel; pivot mechanism; bolted to structural
floor; as specialist contractor design; consist
of 2 nos. pressed profiled perforated stainless
steel seats; stainless steel support; size
1150(min) x 320 x 500mm high above finished floor
level per module; as Drawing nr LCC300/31/A60/304 nr *** *** ***
AH810.6 Metal seats with back; free stand; type
T6F; stainless steel; pivot mechanism; bolted to
structural floor; as specialist contractor
design; consist of 2 nos. pressed profiled
perforated stainless steel seats; stainless steel
support; size 1150(min) x 500 x 1200mm high above
finished floor level per module; as Drawing nr
LCC300/31/A60/304 nr *** *** ***
AH810.7 Metal seats; double bench; type T6G; free stand;
stainless steel; pivot mechanism; bolted to
structural floor; as specialist contractor
design; consist of 8 nos. pressed profiled
perforated stainless steel seats; stainless steel
support; size 2500 x 640 x 500mm high above
finished floor level per module; as Drawing nr
LCC300/31/A60/312 nr *** *** ***
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To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/43 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
SPECIALIST ARCHITECTURAL METALWORK
Ancillaries (Cont'd)
AH810.8 Metal seats; double bench; free stand; type T6H;
stainless steel; pivot mechanism; bolted to
structural floor; as specialist contractor
design; consist of 4 nos. pressed profiled
perforated stainless steel seats; stainless steel
support; size 1150(min) x 640 x 500mm high above
finished floor level per module; as Drawing nr
LCC300/31/A60/312 nr *** *** ***
Bins; circular at ends; including support and
fixing accessories; as Drawing nr
LCC300/31/A60/305
AH820.1 bins; type T10A; stainless steel; wall mounted
through cladding; circular at ends; size 300 x
600 x 860mm high nr *** *** ***
AH820.2 double bins; type T10B; stainless steel; floor
mounted; overall size 650 x 600 x 1010mm high nr *** *** ***
AH820.3 bins; type T10C; stainless steel; floor
mounted; with removable top; overall size 300 x
600 x 1010mm high nr *** *** ***
AH820.4 ash bin; type T10D; stainless steel; wall mounted
through cladding; size 150 x 300 x 260mm high nr *** *** ***
AH820.5 ash bin; type T10E; stainless steel; floor
mounted; size 150 x 300 x 1010mm high nr *** *** ***
AH820.6 bins; type T10F; column mounted through cladding;
stainless steel; no. 4 finish to BS 1449 part 2;
grain direction to be vertical nr *** *** ***
AH840 Trolley guard rails and foot rest protection bar;
50mm stainless steel CHS with semi-sphere ends;
floor mounted including fixing accessories and
cement sand grouting at 1200mm centre to centre;
as Drawing nr LCC300/31/A15/190, A60/503 m *** *** ***
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To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/44 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
SPECIALIST ARCHITECTURAL METALWORK
Ancillaries (Cont'd)
AH890.1 T9A platform equipment modules; floor mounted; in
stainless steel frame; overall size 1200 x 650 x
2400mm high; on 150mm thick concrete plinth
(measured separately); as Drawing nr
LCC300/31/A60/301-302 nr *** *** ***
AH890.2 T9B platform equipment modules; floor mounted; in
stainless steel frame; overall size 1200 x 600 x
1010mm high; on 150mm thick concrete plinth
(measured separately); as Drawing nr
LCC300/31/A24/303, /A60/301-302 nr *** *** ***
AH890.3 Stainless steel step with anti-slip strip; size
1210 x 240mm nr *** *** ***
AH890.4 Stainless steel sign box; approximate size 300 x
600mm high; as Drawing nr LCC300/31/A60/511, 514 m *** *** ***
Compressed polycarbonate casing with self
clipping device; as Drawing nr LCC300/31/A04/516
AH890.5 approximate size 200 x 300mm high m *** *** ***
AH890.6 approximate size 200 x 600mm high m *** *** ***
AH890.7 Stainless steel fins; stainless steel; grade 4;
3mm thick; hairline finish; fixed to stainless
steel shims and bolts; to reinforced concrete
wall; as Appendix AA to Particular Specification,
section H75 and Drawing nr LCC300/31/A24/901 m *** *** ***
AH890.8 Curtain track; type T2B; 950mm long; single rail;
straight run; including fixing accessories nr *** *** ***
Stainless steel framed fire services inlet door;
with 6mm wired toughened glass panel; as Drawing
nr LCC300/31/A24/305
AH890.9 size 900 x 600mm high nr *** *** ***
AH890.10 size 1300 x 600mm high nr *** *** ***
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To Collection of Lump Sum Item LSF1.1 ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/45 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
SPECIALIST ARCHITECTURAL METALWORK
Ancillaries (Cont'd)
AH890.11 Emergency help point; T9G; based on the design
intent; to approval of the Engineer; including
but not limited to stainless steel framing, metal
cladding and signage (electrical services
measured separately); as drawing nr
LCC300/31/A60/306, 307 nr *** *** ***
AH890.12 Standalone emergency stop plunger housing; T9H;
including metal casing and signage (electrical
services measured separately); to the approval of
the Engineer; based on the design intent shown on
Drawing nr LCC300/31/A60/308 nr *** *** ***
AH890.13 Shelf; type S4W; hairline finish stainless steel;
overall size 1200 x 600 x 2100mm high; as Drawing
nr LCC300/31/A60/375 nr *** *** ***
SIGNS AND ADVERTISING PANELS
Signs
Illuminated; as Drawing nr LCC300/31/A70/001
AI110 exit signs nr *** *** ***
Non-illuminated; vinyl graphics; as Drawing nr
LCC300/31/A70/001
AI120.1 warning signs nr *** *** ***
AI120.2 fire services lift signs nr *** *** ***
AI120.3 lift no smoking signs nr *** *** ***
AI120.4 lift number signs nr *** *** ***
AI120.5 fireman's lift serving floors signs nr *** *** ***
AI120.6 escape door signs nr *** *** ***
AI120.7 fire services signs nr *** *** ***
AI120.8 hose reel signs nr *** *** ***
AI120.9 fireman's lift light box signs nr *** *** ***
AI120.10 disabled wc signs nr *** *** ***
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To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/46 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
SIGNS AND ADVERTISING PANELS
Signs (Cont'd)
Non-illuminated; vinyl graphics; as Drawing nr
LCC300/31/A70/001 (Cont'd)
AI120.11 disabled lift signs nr *** *** ***
AI120.12 disabled toilets emergency call signs nr *** *** ***
AI120.13 accessible entrance to the building signs nr *** *** ***
AI120.14 emergency alarm push button signs nr *** *** ***
AI120.15 braille on lift jamb signs nr *** *** ***
All20.16 danger-electricity unauthorised entry prohibited
signs nr *** *** ***
AI120.17 sprinklers/street hydrant tank and pump room
signs nr *** *** ***
AI120.18 pre-action sprinkler control room
signs nr *** *** ***
AI120.19 FM200 signs nr *** *** ***
AI120.20 Site orientation plan signs nr *** *** ***
AI120.21 fire control panel room signs nr *** *** ***
AI120.22 fire alarm signs nr *** *** ***
Individual symbols and graphics
AI420 Stainless steel; 300mm diameter x 15mm thick
staircase directional sign; recessed into floor
tile and epoxy glue bedded; as Drawing nr
LCC300/31/A15/081 nr *** *** ***
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To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/47 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL LININGS
Walls and columns
Cement and sand (1:3) render; as Appendix AA to
Particular Specification, section M20
AJ110.1 15 mm thick; to receive glazed ceramic tiling m2 *** *** ***
Cement and sand (1:3) render; waterproofed; as
Architectural Specification section 67.2
AJ110.2 15 mm thick; to wall of hose reel cabinet m2 *** *** ***
AJ110.3 25mm thick; to receive vitrified ceramic tiling m2 *** *** ***
Gypsum plaster; as Appendix AA to Particular
Specification, section M20
AJ122.1 10 mm thick; to receive emulsion paint m2 *** *** ***
AJ122.2 15 mm thick; to receive anti-fungal emulsion
paint m2 *** *** ***
Gypsum plaster; as Appendix AA to Particular
Specification, section M20; to circular surfaces
AJ122.3 10 mm thick; to receive emulsion paint m2 *** *** ***
AJ122.4 15 mm thick; to receive anti-fungal emulsion
paint m2 *** *** ***
Wall linings; as Drawing nr LCC300/31/A24/156
AJ162.1 2 hours fired rated boards; 10 mm thick; fixed to
metal sections m2 *** *** ***
Wall linings; smoke barriers; as Drawing nr
LCC300/31/A04/516
AJ162.2 calcium silicate fire rated board; comprise 2
layers of 9mm 2 hours fire rated board; sandwich
thermal insulation; fixed to structural steel
members m2 *** *** ***
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To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/48 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL LININGS
Walls and columns (Cont'd)
Wall linings; smoke barriers; as Drawing nr
nr. LCC300/31/A25/101
AJ162.3 calcium silicate fire rated board; comprise 2
layers of 9mm 2 hours fire rated board; sandwich
thermal insulation; fixed to structural
reinforced concrete soffits; inclusive of G.M.S.
supporting members with 2 hours fire rated period m2 *** *** ***
Wall linings; smoke barriers; as Drawing
nr. LCC300/31/A25/101; suspended 3.5-5m above ground
AJ162.4 calcium silicate fire rated board; comprise 2
layers of 9mm 2 hours fire rated board; sandwich
thermal insulation; fixed to structural
reinforced concrete soffits; inclusive of G.M.S.
supporting members with 2 hours fire rated period m2 *** *** ***
Wall linings; downstand
AJ162.5 calcium silicate fire rated board; comprise 2
layers of 9mm 2 hours fire rated board; sandwich
thermal insulation; fixed to structural
reinforced concrete soffits m2 *** *** ***
Wall linings; downstand; suspended 3.5-5.0m
above ground
AJ162.6 calcium silicate fire rated board; comprise 2
layers of 9mm 2 hours fire rated board; sandwich
thermal insulation; fixed to structural
reinforced concrete soffits m2 *** *** ***
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To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/49 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL LININGS
Floors
Cement and sand (1:3) render; waterproofed; as
Architectural Specification section 67.2
AJ210 25 mm thick; to floor of hose reel cabinet m2 *** *** ***
Cement and sand (1:3) screed; with trowelled
finish for wearing surfaces; as Appendix AA to
Particular Specification, section M10
AJ232.1 with steel fabric reinforcement; 60 mm thick; to
receive granolithic screed with anti-dust sealer m2 *** *** ***
AJ232.2 with steel fabric reinforcement; 60 mm thick; to
receive granolithic screed with epoxy floor
coating m2 *** *** ***
AJ232.3 with steel fabric reinforcement; 70 mm thick; to
receive granite stone tiling m2 *** *** ***
AJ232.4 with steel fabric reinforcement; 70 mm thick; to
receive terrazzo tiling m2 *** *** ***
AJ232.5 with steel fabric reinforcement; 90 mm thick; to
receive homogeneous ceramic tiling m2 *** *** ***
AJ232.6 with steel fabric reinforcement; 100 mm thick;
to receive vinyl floor m2 *** *** ***
AJ232.7 with steel fabric reinforcement; 100 mm thick;
to receive carpet tiling m2 *** *** ***
AJ232.8 with steel fabric reinforcement; 100 mm thick;
to receive anti-dust sealer m2 *** *** ***
AJ232.9 with steel fabric reinforcement; 110 mm thick;
to receive granolithic screed with
anti-dust sealer m2 *** *** ***
AJ232.10 with steel fabric reinforcement; 120 mm thick; to
receive terrazzo tiling m2 *** *** ***
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To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/50 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL LININGS
Floors (Cont'd)
Cement and sand (1:3) screed; with trowelled
finish for wearing surfaces; as Appendix AA to
Particular Specification, section M10 (Cont'd)
AJ232.11 with steel fabric reinforcement; 140 mm thick;
to receive homogeneous ceramic tiling m2 *** *** ***
AJ232.12 with steel fabric reinforcement; 150 mm thick;
to receive vinyl floor m2 *** *** ***
AJ232.13 with steel fabric reinforcement; 150 mm thick;
to receive carpet tiling m2 *** *** ***
AJ232.14 with steel fabric reinforcement; 150 mm thick;
to receive anti-dust sealer m2 *** *** ***
Cement and sand (1:3) screed; waterproofed; with
trowelled finish for wearing surfaces; as
Appendix AA to Particular Specification,
section M10
AJ239 50mm thick; to receive homogeneous ceramic tiling m2 *** *** ***
Granolithic screed; with non-slip trowelled
finish for wearing surfaces; to cement and sand
screed surfaces; as Architectural Specification
section 67.1
AJ240.1 40 mm thick; to receive anti-dust sealer m2 *** *** ***
AJ240.2 40 mm thick; to receive epoxy floor coating m2 *** *** ***
Ceilings including sides and soffits of attached
beams
Cement and sand (1:3) render; waterproofed; as
Architectural Specification section 67.2
AJ310 25 mm thick; to soffit of hose reel cabinet m2 *** *** ***
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To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/51 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL LININGS
Ceilings including sides and soffits of attached
beams (Cont'd)
Cement and sand (1:3) plaster; as Architectural
Specification section 67.2
AJ321.1 15 mm thick; to receive anti-fungal emulsion
paint m2 *** *** ***
Ceilings including sides and soffits of attached
beams; 3.5 to 5.0m high
Cement and sand (1:3) plaster; as Architectural
Specification section 67.2
AJ321.2 15 mm thick; to receive anti-fungal emulsion
paint m2 *** *** ***
Ceilings including sides and soffits of attached
beams; 5.0 to 6.5m high
Cement and sand (1:3) plaster; as Architectural
Specification section 67.2
AJ321.3 15 mm thick; to receive anti-fungal emulsion
paint m2 *** *** ***
Ceilings including sides and soffits of attached
beams; 6.5 to 8.0m high
Cement and sand (1:3) plaster; as Architectural
Specification section 67.2
AJ321.4 15 mm thick; to receive anti-fungal emulsion
paint m2 *** *** ***
Stairs and steps
Cement and sand (1:3) screed; with trowelled
finish for wearing surfaces; as Appendix AA to
Particular Specification, section M10
AJ632 with steel fabric reinforcement; 120 mm thick;
to receive granite stone tiling m2 *** *** ***
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To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/52 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL LININGS
Stairs and steps (Cont'd)
Granolithic screed; with non-slip trowelled
finish for wearing surfaces; to cement and sand
screed surfaces; as Architectural Specification
section 67.1
AJ640 40 mm thick; to receive anti-dust sealer m2 *** *** ***
Skirtings, ▇▇▇▇▇, channels, wall strings, open
strings, curb strings, cornices, mouldings and
the like
Cement and sand (1:3) render; as Appendix AA to
Particular Specification, section M20
AJ710.1 15 mm thick; to receive 150 mm high homogeneous
ceramic tile skirting m *** *** ***
AJ710.2 15 mm thick; to receive 150 mm high vinyl
skirting m *** *** ***
AJ710.3 20 mm thick; to receive 150 mm high terrazzo
tile skirting m *** *** ***
AJ710.4 20 mm thick; to receive 150 mm high granite
stone tile skirting m *** *** ***
AJ710.5 15mm thick; to receive 150 mm high aluminium
section m *** *** ***
Cement and sand (1:3) render; as Appendix AA to
Particular Specification, section M20; to
circular surfaces
AJ710.6 15 mm thick; to receive 150 mm high vinyl
skirting m *** *** ***
AJ710.7 20 mm thick; to receive 150 mm high granite
stone tile skirting m *** *** ***
AJ710.8 15mm thick; to receive 150 mm high aluminium
section m *** *** ***
Granolithic screed; with trowelled finish for
wearing surfaces; as Architectural Specification
section 67.1
AJ740.1 coved at base; 25mm thick; 150 mm high skirting;
to receive anti-dust sealer m *** *** ***
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To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/53 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL LININGS
Skirtings, ▇▇▇▇▇, channels, wall strings, open
strings, curb strings, cornices, mouldings and
the like (Cont'd)
Granolithic screed; with trowelled finish for
wearing surfaces; as Architectural Specification
section 67.1 (Cont'd)
AJ740.2 25mm thick; 150 mm high skirting; with stair
gutter 150 mm wide and 5 mm deep m *** *** ***
AJ740.3 40mm thick; 60 mm high kerb with stair gutter
150 mm wide and 5 mm deep m *** *** ***
AJ740.4 20 mm thick stair cheek m2 *** *** ***
Granolithic screed; with trowelled finish for
wearing surfaces; as Architectural Specification
section 67.1; to circular surfaces
AJ740.5 coved at base; 25mm thick; 150 mm high skirting;
to receive anti-dust sealer m *** *** ***
TILING
Walls and columns
Vitrified ceramic tiles; with mildew resistant
grouting
AJ130.1 size 100 x 100 x 12mm thick m2 *** *** ***
Ceramic tiles; glazed; as Appendix AA to
Particular Specification, section M40
AK130.2 size 147 x 147 x 7 mm thick; matt finish m2 *** *** ***
AK130.3 size 297 x 297 x 9 mm thick; matt finish m2 *** *** ***
Ceramic external corner tiles; glazed; as
Appendix AA to Particular Specification, section
M40
AK130.4 size 50 x 50 x 7 mm thick; matt finish m *** *** ***
AK130.5 size 50 x 50 x 9 mm thick; matt finish m *** *** ***
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To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/54 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
TILING
Walls and columns (Cont'd)
Ceramic internal corner tiles; glazed; as
Appendix AA to Particular Specification, section
M40
AK130.6 size 50 x 50 x 7 mm thick; matt finish m *** *** ***
AK130.7 size 50 x 50 x 9 mm thick; matt finish m *** *** ***
Floors
Resin bonded terrazzo tiles; as Appendix AA to
Particular Specification, section M41
AK210 size 598 x 598 x 30 mm thick; matt finish m2 *** *** ***
Vitrified ceramic tiles; with mildew resistant
grouting
AK230.1 size 100 x 100 x 12mm thick m2 *** *** ***
Homogeneous ceramic tiles; unglazed; as Appendix
AA to Particular Specification, section M40
AK230.2 size 297 x 297 x 12 mm thick; anti-slip finish m2 *** *** ***
Granite stone tiles; as Appendix AA to
Particular Specification, section M40
AK290 size 598 x 598 x 30 mm thick; flamed finish m2 *** *** ***
Floors; tactile warning strip
Homogeneous ceramic tactile tiles; type 1; with
special textured surface; as Drawing nr
LCC300/31/A30/010, 011
AK230.3 size 298 x 298 x 12 mm thick; textured finish m2 *** *** ***
Homogeneous ceramic tactile tiles, type 2; with
special textured surface; as Drawing nr
LCC300/31/A30/010, 011
AK230.4 size 298 x 298 x 12 mm thick; textured finish m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/55 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
TILING
F1oors; tactile warning strip (Cont'd)
Homogeneous ceramic tactile tiles; type 3; with
special textured surface; as Drawing nr
LCC300/31/A30/010, 011
AK230.5 size 298 x 298 x 12 mm thick; textured finish m2 *** *** ***
Stairs and steps
Granite stone tiles; as Appendix AA to
Particular Specification, section M40
AK490 size 598 x 598 x 30 mm thick; flamed finish m2 *** *** ***
Skirtings, ▇▇▇▇▇, channels, wall strings, open
strings, curb strings, cornices and the like
Resin bonded terrazzo tiles; as Appendix AA to
Particular Specification, section M41
AK510.1 coved; 25 mm thick; 150mm high skirting; matt
finish m *** *** ***
AK510.2 coved; 25 mm thick; 150mm high skirting; matt
finish; to form external angle nr *** *** ***
AK510.3 coved; 25 mm thick; 150mm high skirting; matt
finish; to form internal angle nr *** *** ***
Homogeneous ceramic tiles; unglazed; as Appendix
AA to Particular Specification, section M40
AK530.1 coved; 9mm thick; 150 mm high skirting m *** *** ***
AK530.2 coved; 9mm thick; 150 mm high skirting; to form
external angle nr *** *** ***
AK530.3 coved; 9mm thick; 150 mm high skirting; to form
internal angle nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/56 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
TILING
Skirtings, ▇▇▇▇▇, channels, wall strings, open
strings, curb strings, cornices and the like
(Cont'd)
Pre-formed granite tiles; "L" shaped; factory
bonded; as Appendix AA to Particular
Specification, section M40
AK590.1 coved; 25 mm thick; 150mm high skirting;
polished finish m *** *** ***
Pre-formed granite stone tiles; "L" shaped;
factory bonded; to circular surfaces; as
Appendix AA to Particular Specification, section
M40
AK590.2 coved; 25 mm thick; 150mm high skirting;
polished finish m *** *** ***
Aluminium section; extruded with black anodised
finish; as Architectural Specification section
69.2 and Drawing nr LCC300/31/A30/016
AK590.3 15mm thick; 150 mm high skirting m *** *** ***
Aluminium section; extruded with black anodised
finish; as Architectural Specification section
69.2 and Drawing nr LCC300/31/A30/016; to
circular surfaces
AK590.4 15mm thick; 150 mm high skirting m *** *** ***
Sundries
Proprietary carborondom slip resistant nosing
AK810 50mm wide; mechanically fixed to treads; fixing
allow future installation of replacement
nosings; as Drawing nr LCC300/31/A15/270-272 m *** *** ***
Stainless steel nosing piece to granite stone
tiles
AK890 60mm wide; as Drawing nr LCC300/31/A15/262 m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/57 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
FLEXIBLE SHEETING AND TILING
Floors
Sheeting and rolls; as Appendix AA to Particular
Specification, section M50
AL111 3 mm thick vinyl m2 *** *** ***
600 x 600 mm tiling; as Appendix AA to
Particular Specification, section M50
AL123 3 mm thick carpet; on 1.5kg/m2 Dunlop foam
underlay m2 *** *** ***
Skirtings, ▇▇▇▇▇, channels, wall strings, open
strings, curb strings and the like
Coved resilient sheeting; as Appendix AA to
Particular Specification, section M50
AL391.1 3 mm thick vinyl; 150 mm high skirting m *** *** ***
Coved resilient sheeting; as Appendix AA to
Particular Specification, section M50; to
circular surfaces
AL391.2 3mm thick vinyl; 150mm high skirting m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/58 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CEILING SYSTEMS
Lay-in mineral fibre tile; type 12; with
rectangular edge; moisture resistant; 600 x
600mm wide; with scrubbable vinyl plastic paint
finish; exposed aluminium 24mm tee grid system
with powder coated finish; to reinforced
concrete structural soffit; threaded hanger
rods; as Appendix AA to Particular
Specification, section K40
Depth of suspension: 1500-2000 mm
AM130.1 25 mm thick m2 *** *** ***
Depth of suspension: 2000-2500 mm
AM130.2 25 mm thick m2 *** *** ***
Depth of suspension: 4000-4500 mm
AM130.3 25 mm thick m2 *** *** ***
Depth of suspension: 6500-7000 mm
AM130.4 25 mm thick m2 *** *** ***
Acoustic mineral fibre tile: type 11; with
rectangular edge; 600 x 600mm wide; with matt
finish with surface pores of random pattern to
the approval of the Engineer; exposed aluminium
24mm tee grid system with powder coated finish
to reinforced concrete structural soffit;
threaded hanger rods; as Appendix AA to
Particular Specification, section K40
Depth of suspension: 1000-1500 mm
AM130.5 25 mm thick; 1 hour fire rating m2 *** *** ***
Depth of suspension: 1500-2000 mm
AM130.6 25 mm thick; 1 hour fire rating m2 *** *** ***
Depth of suspension: 2000-2500 mm
AM130.7 25 mm thick; 1 hour fire rating m2 *** *** ***
Depth of suspension: 4000-4500 mm
AM130.8 25 mm thick; 1 hour fire rating m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/59 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CEILING SYSTEMS
Perforated G.M.S. metal panel; type 1; 2200 x
595mm wide; require 12% penetration with minimum
20mm hole size; with powder coated finish;
proprietary fixing grid system or similar to be
approved by the Engineer; all fittings to be
external grade and self draining; to reinforced
concrete structural soffit; 10mm G.M.S. rod
hangers; as Appendix AA to Particular
Specification, section K40
Depth of suspension : 1000 - 1500mm
AM330.1 1.2mm thick m2 *** *** ***
Depth of suspension : 1500 - 2500mm
AM330.2 1.2mm thick m2 *** *** ***
Perforated G.M.S. metal panel; type 1; 2200 x
595mm wide; require 12% penetration with minimum
20mm hole size; with powder coated finish;
proprietary fixing grid system or similar to be
approved by the Engineer; all fittings to be
external grade and self draining; to reinforced
concrete structural soffit; 10mm G.M.S. rod
hangers; suspended 3.5m - 5m above ground; as
Appendix AA to Particular Specification, section
K40
Depth of suspension : not exceeding 1000mm
AM330.3 1.2mm thick m2 *** *** ***
Depth of suspension : 2500 - 3000mm
AM330.4 1.2mm thick m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/60 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CEILING SYSTEMS
Perforated G.M.S. metal panel; type 8; 595 x
595mm wide; require 25% penetration with minimum
20mm hole size; with powder coated finish;
proprietary fixing grid system or similar to be
approved by the Engineer; all fittings to be
external grade and self draining; to reinforced
concrete structural soffit; 10mm G.M.S. rod
hangers; as Appendix AA to Particular
Specification, section K40
Depth of suspension : 1500 - 2000mm
AM330.5 1.2mm thick m2 *** *** ***
Depth of suspension : 4000 - 4500mm
AM330.6 1.2mm thick m2 *** *** ***
Un-perforated aluminium metal panel; type 3; 600
x 1500mm wide; with PVF2 finish; proprietary
fixing grid system or similar to be approved by
the Engineer; all fittings to be external grade
and self draining; suspension system to be tied
back to primary structural elements; to
reinforced concrete structural soffit; 10mm
stainless steel rod hangers; as Appendix AA to
Particular Specification, section K40 and
Drawing nr LCC300/31/A21/301
Depth of suspension: 3000 - 3500mm
AM330.7 3mm thick; curved m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/61 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CEILING SYSTEMS
Un-perforated aluminium metal panel; type 4;
1490 x 600mm wide; with PVF2 finish; proprietary
fixing grid system or similar to be approved by
the Engineer; all fittings to be external grade
and self draining; to reinforced concrete
structural soffit; 10mm stainless steel rod
hangers; as Appendix AA to Particular
Specification, section K40
Sloping; depth of suspension: minimum 995mm and
maximum 3610mm
AM330.8 3mm thick m2 *** *** ***
Sloping; depth of suspension: minimum 655mm and
maximum 3060mm
AM330.9 3mm thick m2 *** *** ***
Un-perforated aluminium metal panel; type 4;
1490 x 600mm wide; proprietary fixing grid
system or similar to be approved by the
Engineer; all fittings to be external grade and
self draining; suspended on stainless steel
cladding under escalator; 10mm stainless steel
rod hangers; as Appendix AA to Particular
Specification, section K40
Sloping structural soffit; depth of suspension:
minimum 650mm and maximum 1810mm
AM330.10 3mm thick m2 *** *** ***
Sloping structural soffit; depth of suspension:
minimum 150mm and maximum 1310mm
AM330.11 3mm thick m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/62 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CEILING SYSTEMS
Un-perforated aluminium metal panel; type 4;
1490 x 600mm wide; proprietary fixing grid
system or similar to be approved by the
Engineer; all fittings to be external grade and
self draining; to reinforced concrete structural
soffit; 10mm stainless steel rod hangers;
suspended 3.5m - 5m above ground; as Appendix AA
to Particular Specification, section K40
Depth of suspension: not exceeding 1000mm
AM330.12 3mm thick m2 *** *** ***
Depth of suspension: maximum 610mm
AM330.13 3mm thick; curved m2 *** *** ***
Stainless steel frame mesh panel; type 2; 1300 x
1000mm wide; with PVF2 finish; proprietary
fixing grid system or similar to be approved by
the Engineer; all of external grade with typhoon
lock; all fittings to be external grade and self
draining; suspension system to be tied back to
primary structural element; to reinforced
concrete structural soffit; 10mm stainless steel
rod hangers; as Appendix AA to Particular
Specification, section K40
Depth of suspension: 3000 - 3500mm
AM530.1 1.2mm thick m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/63 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CEILING SYSTEMS
Stainless steel frame mesh panel; type 2A; 1300
x 1000mm wide; with powder coated finish;
proprietary fixing grid system or similar to be
approved by the Engineer; to reinforced concrete
structural soffit; 10mm stainless steel rod
hangers; as Appendix AA to Particular
Specification, section K40
Depth of suspension: 1000-1500mm
AM530.2 1.2mm thick m2 *** *** ***
Depth of suspension: 3500 - 4000mm
AM530.3 1.2mm thick m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/64 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CEILING SYSTEMS
Double layer suspended ceiling; type 14;
durasteel metal ceiling as top layer; size and
fixings to manufacturer's instruction; finish to
the approval of the Engineer; grid type to be
approved by the Engineer; to reinforced concrete
structural soffit; hangers to be recommended by
the manufacturers; acoustic mineral fibre tile
as bottom layer; with rectangular edge; 600 x
600 mm wide; with matt finish with surface pores
of random pattern to the approval of Engineer;
exposed aluminium 24 mm tee grid system with
powder coated finish; suspended on frame of
durasteel metal ceiling; threaded hangers rods;
as Appendix AA to Particular Specification,
section K40
Depth of suspension: not exceeding 1000mm
AM930.1 top layer 6 mm thick and bottom layer 25 mm
thick; 2 hours fire rating m2 *** *** ***
Depth of suspension: 1000 - 1500mm
AM930.2 top layer 6 mm thick and bottom layer 25 mm
thick; 2 hours fire rating m2 *** *** ***
Depth of suspension: 1500 - 2000mm
AM930.3 top layer 6 mm thick and bottom layer 25 mm
thick; 2 hours fire rating m2 *** *** ***
Depth of suspension: 4000 - 4500mm
AM930.4 top layer 6 mm thick and bottom layer 25 mm
thick; 2 hours fire rating m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.2 : 28 October 2002
Addendum No. 1 LSF1.1/65 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
SANITARY ACCESSORIES
AN100 Paper hand towel dispensers; T7J; stainless
steel; fixed to concrete block wall nr *** *** ***
AN300 Electric hand dryers; T7H fixed to concrete
block wall nr *** *** ***
AN400.1 Toilet roll holders; stainless steel; fixed to
concrete block wall nr *** *** ***
AN400.2 Toilet roll holders; stainless steel; fixed to
reinforced concrete wall nr *** *** ***
AN600.1 Soap dispensers; stainless steel surface; fixed
to concrete block wall nr *** *** ***
AN600.2 Soap dispensers; stainless steel surface;
counter top mounted nr *** *** ***
AN900.1 Soap dishes; semi-recessed; vitreous clay; fixed
to concrete block wall nr *** *** ***
AN900.2 Soap dishes; semi-recessed; vitreous clay; fixed
to reinforced concrete wall nr *** *** ***
AN900.3 Folding handrail; stainless steel; 32mm
diameter; 2mm (min) thick; 700mm long; including
base plate and all other necessary accessories;
as Drawing nr LCC300/31/A16/001 nr *** *** ***
AN900.4 Grab rail; stainless steel; 32mm diameter; 2mm
(min) thick; "L" in shape; 700mm long; including
brackets at both ends; to reinforced concrete
wall; as Drawing nr LCC300/31/A60/401 nr *** *** ***
AN900.5 Grab rail; stainless steel; 32mm diameter; 2mm
(min) thick; 600mm long; including 80mm diameter
x 30mm thick stainless steel flange; to
reinforced concrete wall; as Drawing nr
LCC300/31/A16/001 nr *** *** ***
AN900.6 Waste bins; fixed to reinforced concrete wall nr *** *** ***
AN900.7 Waste bins; fixed to concrete block wall nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/66 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
SANITARY ACCESSORIES
AN900.8 Stainless steel hook; fixed to concrete block
wall; as Drawing nr LCC300/A31/A40/901 nr *** *** ***
AN900.9 Urinal divider; vitreous clay; type U4L1 nr *** *** ***
Seating; proprietary bench; wall mounted; type
T6R; 19mm thick plastic laminated plywood with
rubber protected rounded edge; 20 x 20mm hollow
section stainless including hangers and shoe
rack; as Drawing nr LCC300/31/A60/435
AN900.10 bench size 800 x 300 x 450mm high nr *** *** ***
AN900.11 bench size 1500 x 300 x 450mm high nr *** *** ***
Seating proprietary bench; angle supported; type
T6M; as Drawing nr LCC300/31/A60/433
AN900.12 bench size 500 x 300 x 450 mm high nr *** *** ***
AN900.13 bench size 600 x 300 x 450 mm high nr ***
CURTAIN ▇▇▇▇▇▇▇
Vision areas
Framing; to curtain ▇▇▇▇▇▇▇ at ground floor
lobby; PVF2 coated aluminium; steel subframe;
grey/silver colour; 3mm (minimum) thick film;
including neoprene gasket movement joint; as
Appendix AA to Particular Specification, section
H11 and Drawing nr LCC300/31/A40/401-403
AP110.1 size of typical bay 200 x 380mm high m2 *** *** ***
AP110.2 size of typical bay 200 x 1055mm high m2 *** *** ***
AP110.3 size of typical bay 200 x 1205mm high m2 *** *** ***
AP110.4 size of typical bay 950 x 380mm high m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.2 : 28 October 2002 LSF1.1/67 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CURTAIN ▇▇▇▇▇▇▇
Vision areas (Cont'd)
Framing; to curtain ▇▇▇▇▇▇▇ at ground floor
lobby; PVF2 coated aluminium; steel subframe;
grey/silver colour; 3mm (minimum) thick film;
including neoprene gasket movement joint; as
Appendix AA to Particular Specification, section
H11 and Drawing nr LCC300/31/A40/401-403 (Cont'd)
AP110.5 size of typical bay 950 x 1055mm high m2 *** *** ***
AP110.6 size of typical bay 950 x 1205mm high m2 *** *** ***
AP110.7 size of typical bay 2550 x 1200mm high m2 *** *** ***
AP110.8 size of typical bay 3510 x 380mm high m2 *** *** ***
AP110.9 size of typical bay 3510 x 1055mm high m2 *** *** ***
AP110.10 size of typical bay 3510 x 1200mm high m2 *** *** ***
AP110.11 size of typical bay 3510 x 1205mm high m2 *** *** ***
AP110.12 size of typical bay 3710 x 380mm high m2 *** *** ***
AP110.13 size of typical bay 3710 x 1055mm high m2 *** *** ***
AP110.14 size of typical bay 3710 x 1200mm high m2 *** *** ***
AP110.15 size of typical bay 3710 x 1205mm high m2 *** *** ***
AP110.16 size of typical bay 4010 x 380mm high m2 *** *** ***
AP110.17 size of typical bay 4010 x 1055mm high m2 *** *** ***
AP110.18 size of typical bay 4010 x 1200mm high m2 *** *** ***
AP110.19 size of typical bay 4010 x 1205mm high m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.2 : 28 October 2002 LSF1.1/68 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CURTAIN ▇▇▇▇▇▇▇
Vision areas (Cont'd)
Proprietary tempered glass; 6mm (minimum) thick;
including structural sealant butt joint; as
Appendix AA to Particular Specification, section
H11 and Drawing nr LCC300/31/A40/401-403
AP120.1 fixed to aluminium framing; size of typical bay
200 x 380mm high m2 *** *** ***
AP120.2 fixed to aluminium framing; size of typical bay
200 x 1055mm high m2 *** *** ***
AP120.3 fixed to aluminium framing; size of typical bay
200 x 1205mm high m2 *** *** ***
AP120.4 fixed to aluminium framing; size of typical bay
950 x 380mm high m2 *** *** ***
AP120.5 fixed to aluminium framing; size of typical bay
950 x 1055mm high m2 *** *** ***
AP120.6 fixed to aluminium framing; size of typical bay
950 x 1205mm high m2 *** *** ***
AP120.7 fixed to aluminium framing; size of typical bay
2550 x 1200mm high m2 *** *** ***
AP120.8 fixed to aluminium framing; size of typical bay
3510 x 380mm high m2 *** *** ***
AP120.9 fixed to aluminium framing; size of typical bay
3510 x 1055mm high m2 *** *** ***
AP120.10 fixed to aluminium framing; size of typical bay
3510 x 1200mm high m2 *** *** ***
AP120.11 fixed to aluminium framing; size of typical bay
3510 x 1205mm high m2 *** *** ***
AP120.12 fixed to aluminium framing; size of typical bay
3710 x 380mm high m2 *** *** ***
AP120.13 fixed to aluminium framing; size of typical bay
3710 x 1055mm high m2 *** *** ***
AP120.14 fixed to aluminium framing; size of typical bay
3710 x 1200mm high m2 *** *** ***
AP120.15 fixed to aluminium framing; size of typical bay
3710 x 1205mm high m2 *** *** ***
AP120.16 fixed to aluminium framing; size of typical bay
4010 x 380mm high m2 *** *** ***
AP120.17 fixed to aluminium framing; size of typical bay
4010 x 1055mm high m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.2 : 28 October 2002 LSF1.1/69 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CURTAIN ▇▇▇▇▇▇▇
Vision areas (Cont'd)
Proprietary tempered glass; 6mm (minimum) thick;
including structural sealant butt joint; as
Appendix AA to Particular Specification, section
H11 and Drawing nr LCC300/31/A40/401-403 (Cont'd)
AP120.18 fixed to aluminium framing; size of typical bay
4010 x 1200mm high m2 *** *** ***
AP120.19 fixed to aluminium framing; size of typical bay
4010 x 1205mm high m2 *** *** ***
GLASS ▇▇▇▇▇▇▇ AND SPECIALIST GLAZING
Framed glass screen; to glazed lift
Framing; anodised aluminium transom frame; as
Appendix AA to Particular Specification, section
L10 and Drawing nr LCC300/31/A15/186-187
AQ410.1 size of typical bay 1500 x 1200mm high m2 *** *** ***
AQ410.2 size of typical bay 4000 x 600mm high m2 *** *** ***
AQ410.3 size of typical bay 4000 x 910mm high m2 *** *** ***
AQ410.4 size of typical bay 4000 x 1100mm high m2 *** *** ***
AQ410.5 size of typical bay 4000 x 1200mm high m2 *** *** ***
AQ410.6 size of typical bay 4100 x 600mm high m2 *** *** ***
AQ410.7 size of typical bay 4100 x 910mm high m2 *** *** ***
AQ410.8 size of typical bay 4100 x 1100mm high m2 *** *** ***
AQ410.9 size of typical bay 4100 x 1200mm high m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.2 : 28 October 2002 LSF1.1/70 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GLASS ▇▇▇▇▇▇▇ AND SPECIALIST GLAZING
Framed glass screen; to glazed lift (Cont'd )
Structural silicon bonded clear tempered glass;
with fritted strip; 15mm thick; as Appendix AA
to Particular Specification, section L10 and
Drawing nr LCC300/31/A15/186-187
AQ420.1 size of typical bay 1500 x 1200mm high m2 *** *** ***
AQ420.2 size of typical bay 4000 x 600mm high m2 *** *** ***
AQ420.3 size of typical bay 4000 x 910mm high m2 *** *** ***
AQ420.4 size of typical bay 4000 x 1100mm high m2 *** *** ***
AQ420.5 size of typical bay 4000 x 1200mm high m2 *** *** ***
AQ420.6 size of typical bay 4100 x 600mm high m2 *** *** ***
AQ420.7 size of typical bay 4100 x 910mm high m2 *** *** ***
AQ420.8 size of typical bay 4100 x 1100mm high m2 *** *** ***
AQ420.9 size of typical bay 4100 x 1200mm high m2 *** *** ***
Framed glass screens
Framing; stainless steel; as Appendix AA to
Particular Specification, section L10 and
Drawing nr LCC300/31/A40/421
AQ410.10 size of typical bay 400 x 1055mm high m2 *** *** ***
AQ410.11 size of typical bay 400 x 1200mm high m2 *** *** ***
AQ410.12 size of typical bay 600 x 1055mm high m2 *** *** ***
AQ410.13 size of typical bay 600 x 1200mm high m2 *** *** ***
AQ410.14 size of typical bay 650 x 1055mm high m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/71 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GLASS ▇▇▇▇▇▇▇ AND SPECIALIST GLAZING
Framed glass screens (Cont'd)
Framing; stainless steel; as Appendix AA to
Particular Specification, section L10 and
Drawing nr LCC300/31/A40/421 (Cont'd)
AQ410.15 size of typical bay 650 x 1200mm high m2 *** *** ***
AQ410.16 size of typical bay 700 x 1055mm high m2 *** *** ***
AQ410.17 size of typical bay 700 x 1200mm high m2 *** *** ***
AQ410.18 size of typical bay 2400 x 1055mm high m2 *** *** ***
AQ410.19 size of typical bay 2400 x 1200mm high m2 *** *** ***
AQ410.20 size of typical bay 2550 x 1200mm high m2 *** *** ***
Structural sealant concealed framing; stainless
steel; with 10mm silicon sealant between joints;
as Appendix AA to Particular Specification,
section L10 and Drawing nr LCC300/31/A40/420
AQ410.21 size of typical bay 2450 x 1440mm high m2 *** *** ***
Structural sealant concealed framing; stainless
steel; with 10mm silicon sealant between joints;
as Appendix AA to Particular Specification,
section L10 and Drawing nr LCC300/31/A40/425
AQ410.22 size of typical bay 1200 x 1440mm high m2 *** *** ***
AQ410.23 size of typical bay 1800 x 1440mm high; with 90
degrees turning angle m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/72 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GLASS ▇▇▇▇▇▇▇ AND SPECIALIST GLAZING
Framed glass screens (Cont'd)
Clear toughened laminated glass; 12mm thick; as
Appendix AA to Particular Specification, section
L40 and Drawing nr LCC300/31/A23/001, 002
AQ420.10 fixed to stainless steel framing; size of
typical bay 600 x 1440mm high m2 *** *** ***
AQ420.11 fixed to stainless steel framing; size of
typical bay 1200 x 1440mm high m2 *** *** ***
AQ420.12 fixed to stainless steel framing; size of
typical bay 1200 x 1440mm high; with opening
400 x 285mm high m2 *** *** ***
AQ420.13 fixed to stainless steel framing; size of
typical bay 2450 x 1440mm high; with opening
400 x 285mm high m2 *** *** ***
Clear toughened laminated glass; 12mm thick;
with 10mm silicon sealant between joints; as
Appendix AA to Particular Specification, section
L10 and Drawing nr LCC300/31/A40/403
AQ420.14 size of typical bay 400 x 1055mm high m2 *** *** ***
AQ420.15 size of typical bay 400 x 1200mm high m2 *** *** ***
AQ420.16 size of typical bay 600 x 1055mm high m2 *** *** ***
AQ420.17 size of typical bay 600 x 1200mm high m2 *** *** ***
AQ420.18 size of typical bay 650 x 1055mm high m2 *** *** ***
AQ420.19 size of typical bay 650 x 1200mm high m2 *** *** ***
AQ420.20 size of typical bay 700 x 1055mm high m2 *** *** ***
AQ420.21 size of typical bay 700 x 1200mm high m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/73 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GLASS ▇▇▇▇▇▇▇ AND SPECIALIST GLAZING
Framed glass screens (Cont'd)
Clear toughened laminated glass; 12mm thick;
with 10mm silicon sealant between joints; as
Appendix AA to Particular Specification, section
L10 and Drawing nr LCC300/31/A40/403 (Cont'd)
AQ420.22 size of typical bay 2400 x 1055mm high m2 *** *** ***
AQ420.23 size of typical bay 2400 x 1200mm high m2 *** *** ***
AQ420.24 size of typical bay 2550 x 1200mm high m2 *** *** ***
Glass door
AQ600 glass door; to ground floor lobby curtain wall;
including associated ironmongery; as Drawing nr
LCC300/31/A40/403 nr *** *** ***
GENERAL GLAZING
Glass
Clear toughened laminated glass; 12mm thick; two
hours fire rated
AS135 area 1.3m2; glazing to stainless steel
internal windows; as Appendix AA to Particular
Specification, section L40 and Drawing nr
LCC300/31/A23/001, 002 m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.2 : 28 October 2002 LSF1.1/74 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL GLAZING
Mirrors
AS500.1 Mirror; stainless steel; 6mm thick; 450 x 900mm
high; vandal resistant; mounted to wall;
including fixing bolt nr *** *** ***
Glass mirror; 6mm thick; with 18mm thick backing
board; (marine quality); stainless steel angle
frame; including 18mm long countersunk stainless
steel screw, sealant and sealing tape; as
Drawing nr LCC300/31/A60/407
AS500.2 size 450 x 600mm high nr *** *** ***
AS500.3 size 1400 x 900mm high nr *** *** ***
AS500.4 size 1620 x 900mm high nr *** *** ***
AS500.5 size 1735 x 900mm high nr *** *** ***
AS500.6 size 2000 x 900mm high nr *** *** ***
AS500.7 size 2260 x 900mm high nr *** *** ***
AS500.8 size 2575 x 900mm high nr *** *** ***
AS500.9 size 4140 x 900mm high nr *** *** ***
AS500.10 size 4180 x 900mm high nr *** *** ***
AS500.11 size 6500 x 900mm high; with 2 turning angles nr *** *** ***
AS500.12 size 7740 x 900mm high nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.2 : 28 October 2002 LSF1.1/75 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity and
Rate columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/76 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.1/77 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSF1.1 Station - ABWF
Page No. LSF1.1/1 ***
Page No. LSF1.1/2 ***
Page No. LSF1.1/3 ***
Page No. LSF1.1/4 ***
Page No. LSF1.1/5 ***
Page No. LSF1.1/6 ***
Page No. LSF1.1/7 ***
Page No. LSF1.1/8 ***
Page No. LSF1.1/9 ***
Page No. LSF1.1/10 ***
Page No. LSF1.1/11 ***
Page No. LSF1.1/12 ***
Page No. LSF1.1/13 ***
Page No. LSF1.1/14 ***
Page No. LSF1.1/15 ***
Page No. LSF1.1/16 ***
Page No. LSF1.1/17 ***
Page No. LSF1.1/18 ***
Page No. LSF1.1/19 ***
Page No. LSF1.1/20 ***
Page No. LSF1.1/21 ***
Page No. LSF1.1/22 ***
Page No. LSF1.1/23 ***
Page No. LSF1.1/24 ***
Page No. LSF1.1/25 ***
Page No. LSF1.1/26 ***
Page No. LSF1.1/27 ***
Page No. LSF1.1/28 ***
Page No. LSF1.1/29 ***
-------------------------------------------------------------------------------------------------------
Carried Forward ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF1.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSF1.1 Station - ABWF
Bought Forward
Page No. LSF1.1/30 ***
Page No. LSF1.1/31 ***
Page No. LSF1.1/32 ***
Page No. LSF1.1/33 ***
Page No. LSF1.1/34 ***
Page No. LSF1.1/35 ***
Page No. LSF1.1/36 ***
Page No. LSF1.1/37 ***
Page No. LSF1.1/38 ***
Page No. LSF1.1/39 ***
Page No. LSF1.1/40 ***
Page No. LSF1.1/41 ***
Page No. LSF1.1/42 ***
Page No. LSF1.1/43 ***
Page No. LSF1.1/44 ***
Page No. LSF1.1/45 ***
Page No. LSF1.1/46 ***
Page No. LSF1.1/47 ***
Page No. LSF1.1/48 ***
Page No. LSF1.1/49 ***
Page No. LSF1.1/50 ***
Page No. LSF1.1/51 ***
Page No. LSF1.1/52 ***
Page No. LSF1.1/53 ***
Page No. LSF1.1/54 ***
Page No. LSF1.1/55 ***
Page No. LSF1.1/56 ***
Page No. LSF1.1/57 ***
-------------------------------------------------------------------------------------------------------
Carried Forward ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF1.1/COL/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.1 F1.1 : Station - ABWF
ITEM DESCRIPTION AMOUNT HK$
-------------------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSF1.1 Station - ABWF
Brought Forward
Page No. LSF1.1/58 ***
Page No. LSF1.1/59 ***
Page No. LSF1.1/60 ***
Page No. LSF1.1/61 ***
Page No. LSF1.1/62 ***
Page No. LSF1.1/63 ***
Page No. LSF1.1/64 ***
Page No. LSF1.1/65 ***
Page No. LSF1.1/66 ***
Page No. LSF1.1/67 ***
Page No. LSF1.1/68 ***
Page No. LSF1.1/69 ***
Page No. LSF1.1/70 ***
Page No. LSF1.1/71 ***
Page No. LSF1.1/72 ***
Page No. LSF1.1/73 ***
Page No. LSF1.1/74 ***
Page No. LSF1.1/75 ***
Page No. LSF1.1/76 ***
Page No. LSF1.1/77 ***
-------------------------------------------------------------------------------------------------------
Total of Lump Sum Item LSF1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSF1.1/COL/3 Contract No. LCC-300
Addendum No.1
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F230 Class: 30/20; concrete category B m3 *** *** ***
Placing of mass concrete
Plinth; concrete category B
F592 thickness 150-300 mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish: type F4
Vertical
G342 width 0.1-0.2 m m *** *** ***
PRECAST CONCRETE
Slabs: concrete class 40/20
Area not exceeding 1m2; average thickness 140mm
H511 mass not exceeding 250kg nr *** *** ***
Lintels: concrete class 40/20
H809.1 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇▇▇ x 200mm depth; 73 kg
per metre m *** *** ***
H809.2 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇▇▇ x 200mm depth; 75 kg
per metre m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 June 2002 LSF1.2/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of members for frames; weldable
structural steel to Grade 43A to BS 4360
Columns; 120 x 120 x 8mm thick rectangular
hollow sections
M311 straight on plan t *** *** ***
Plates or flats; 250 x 150 x 10mm
M391.1 straight on plan t *** *** ***
Brackets; 150 x 90 x 10mm
M391.2 straight on plan t *** *** ***
Cap plates; 120 x 120 x 3mm
M391.3 straight on plan t *** *** ***
Erection of members for frames; weldable
structural steel Grade 43A to BS 4360
????0 Permanent erection t *** *** ***
M690.1 Hilti; anchor bolts; H.S.L. M12 or products
having equivalent functions or performance nr *** *** ***
M690.2 Hilti; anchor bolts; H.S.L. M16 or products
having equivalent functions or performance nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF1.2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK
Stainless steel
Miscellaneous framing; welded and bolted
connection
N161.1 angle section; 150 x 90 x 10mm m *** *** ***
Hot dip galvanised mild steel
Miscellaneous framing
N161.2 angle section; 25 x 25 x 6mm m *** *** ***
N161.3 angle section; 38 x 38 x 6mm m *** *** ***
N169.1 tie rod; 10mm diameter; approximate 125mm long;
flanged end nr *** *** ***
N169.2 flat section; 12 x 6mm thick m *** *** ***
N170 Plate flooring; chequer plate; 6mm thick with
handle holes m2 *** *** ***
BRICKWORK, BLOCKWORK AND MASONRY
Dense concrete blockwork; compressive strength
7.0 N/mm2; stretcher bond; in cement/lime mortar;
flush pointed; as Appendix AA to Particular
Specification section F10
Thickness: 140mm
U511.1 vertical straight walls m2 *** *** ***
Thickness: 140mm; 2 hours fire rating
U511.2 vertical straight walls m2 *** *** ***
U519 plinths m2 *** *** ***
Surface features
U578 fair facing m2 *** *** ***
Ancillaries
U581 joint reinforcement; 24 gauge galvanised
expanded steel mesh; 300 mm wide m *** *** ***
U583 movement joints; fire rated filler; 140mm in
depth; as Drawing nr LCC300/31/A24/154, 156 m *** *** ***
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To Collection of Lump Sum Item LSF1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF1.2/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
BRICKWORK, BLOCKWORK AND MASONRY
Dense concrete blockwork; compressive strength
7.0 N/mm2; stretcher bond; in cement/lime
mortar; flush pointed; as Appendix AA to
Particular Specification, section F10 (Cont'd)
Ancillaries (Cont'd)
U586 fixings and ties; galvanised mild steel dove
tail ties m2 *** *** ***
U589 head restraint; galvanised mild steel angle;
70 x 70 x 3mm thick; sleeved and dowelled into
blockwork at 2000mm centres m *** *** ***
PAINTING
Emulsion paint; one coat thinned with water in
accordance with manufacturer's recommendation
and two unthinned coats; as Appendix AA to
Particular Specification, section M60
Plaster and render
V543 surfaces inclined at an angle exceeding 60
degrees to the horizontal m2 *** *** ***
Emulsion paint; anti-fungal; one coat thinned with
water in accordance with manufacturer's
recommendation and two unthinned coats; as Appendix
AA to Particular Specification, section M60
Plaster and render
V544 soffit surfaces and lower surfaces inclined at
an angle not exceeding 60 degrees to the
horizontal m2 *** *** ***
Epoxy resin paint; with two component epoxy
based primer and multi-component epoxy top coat; as
Architectural Specification section 67.7
Cement and sand screed with sealer
V791.1 upper surfaces inclined at an angle not
exceeding 30 degrees to the horizontal m2 *** *** ***
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To Collection of Lump Sum Item LSF1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF1.2/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PAINTING
Epoxy resin paint; with two component epoxy
based primer and multi-component epoxy top coat;
as Architectural Specification section 67.7
(Cont'd)
Granolithic screed
V791.2 upper surfaces inclined at an angle not
exceeding 30 degrees to the horizontal m2 *** *** ***
Epoxy paint; acid resisting: one undercoat and
one finishing coat; as Appendix AA to Particular
Specification, section M60
Concrete
V733 surfaces inclined at an angle exceeding 60
degrees to the horizontal m2 *** *** ***
Plaster and render
V743 surfaces inclined at an angle exceeding 60
degrees to the horizontal m2 *** *** ***
Brickwork and blockwork
V763 surfaces inclined at an angle exceeding 60
degrees to the horizontal m2 *** *** ***
Granolithic skirting 150mm high
V793 surfaces inclined at an angle exceeding 60
degrees to the horizontal m *** *** ***
Synthetic paint; one coat recommended primer,
two undercoats and one finishing coat; as
Appendix AA to Particular
specification, section M60
Metal other than metal sections and pipework
V911 upper surfaces inclined at an angle not
exceeding 30 degrees to the horizontal m2 *** *** ***
V914 soffit surfaces and lower surfaces inclined at
an angle not exceeding 60 degrees to the
horizontal m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF1.2/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PAINTING
Anti-dust sealer: one polymer single component
weather resistant top coat and one base coat; as
Architectural Specification section 64.4
Concrete
V934 soffit surfaces and lower surfaces inclined at
an angle not exceeding 60 degrees to the
horizontal m2 *** *** ***
Cement and sand screed
V991.1 upper surfaces inclined at an angle not
exceeding 30 degrees to the horizontal m2 *** *** ***
Granolithic screed
V991.2 upper surfaces inclined at an angle not
exceeding 30 degrees to the horizontal m2 *** *** ***
Granolithic skirting 150mm high
V993.1 surfaces inclined at an angle exceeding 60
degrees to the horizontal m *** *** ***
Liquid polymer sealer; in one coat; as
Architectural Specification section 67.6
Plaster and render
V943 surfaces inclined at an angle exceeding 60
degrees to the horizontal m2 *** *** ***
V944 soffit surfaces and lower surfaces inclined at
an angle not exceeding 60 degrees to the
horizontal m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF1.2/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PAINTING
Acrylic resin based paint; gloss finish; in two
coats; as Architectural Specification section
67.6
Plaster and render with liquid polymer sealer
V993.2 surfaces inclined at an angle exceeding 60
degrees to the horizontal m2 *** *** ***
V994 soffit surfaces and lower surfaces inclined at
an angle not exceeding 60 degrees to the
horizontal m2 *** *** ***
IRONMONGERY
Hinges; as Appendix AA to Particular
Specification, section P21
AD290.1 Type H1; size 114 x 114mm; fixed to galvanised
steel nr *** *** ***
AD290.2 Type H1; size 114 x 114mm; fixed to stainless
steel nr *** *** ***
AD290.3 Type H2; size 114 x 114mm; fixed to galvanised
steel nr *** *** ***
Locks, latches and bolts; as Appendix AA to
Particular Specification, section P21
Lock cases
AD319.1 type L1; fixed to galvanised steel nr *** *** ***
AD319.2 type L1; fixed to stainless steel nr *** *** ***
AD319.3 type L7; fixed to galvanised steel nr *** *** ***
Bolts
AD339.1 type FB1; fixed to galvanised steel nr *** *** ***
AD339.2 type FB1; fixed to stainless steel nr *** *** ***
Panic bolt
AD339.3 type ED3; fixed to stainless steel nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF1.2/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
IRONMONGERY
Closers and selectors; as Appendix AA to
Particular Specification, section P21
Door closers
AD490.1 type CL1; fixed to galvanised steel nr *** *** ***
AD490.2 type CL1A; fixed to galvanised steel nr *** *** ***
AD490.3 type CL1A; fixed to stainless steel nr *** *** ***
AD490.4 type CL2A; fixed to stainless steel nr *** *** ***
Handles with backplates; as Appendix AA to
Particular Specification section P21
Pull handles
AD520.1 type PH1; with 300 x 100 x 1.6mm backplates;
fixed to galvanised steel nr *** *** ***
AD520.2 type PH1; with 300 x 100 x 1.6mm backplates;
fixed to stainless steel nr *** *** ***
Push plates; as Appendix AA to Particular
Specification, section ▇▇▇
▇▇▇▇▇ Type PP1; 300 x 100 x 1.6mm thick; fixed to
galvanised steel nr *** *** ***
Kick plates; as Appendix AA to Particular
Specification, section P21
AD700.1 Type K1; 740 x 200 x 1.6mm thick; fixed to
galvanised steel nr *** *** ***
AD700.2 Type K1; 890 x 200 x 1.6mm thick; fixed to
galvanised steel nr *** *** ***
AD700.3 Type K1; 1190 x 200 x 1.6mm thick; fixed to
galvanised steel nr *** *** ***
AD700.4 Type K1; 890 x 200 x 1.6mm thick; fixed to
stainless steel nr *** *** ***
AD700.5 Type K1; 1050 x 200 x 1.6mm thick; fixed to
stainless steel nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF1.2/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
IRONMONGERY
Accessories; as Appendix AA to Particular
Specification, section P21
Door stops
AD810.1 type ST1; fixed to galvanised steel door leaf
and concrete floor nr *** *** ***
AD810.2 type ST1; fixed to stainless steel door leaf and
concrete floor nr *** *** ***
Wall bumper
AD840 type ST2; fixed to galvanised steel door leaf
and concrete wall nr *** *** ***
Gasket
AD890.1 type AS1 nr *** *** ***
AD890.2 type AS2 nr *** *** ***
Threshold
AD890.3 type T1; fixed to stainless steel nr *** *** ***
Dust proof strike
AD890.4 type ECS nr *** *** ***
Co-ordinator
AD890.5 type DC1 nr *** *** ***
METAL DOORS AND FRAMES
Non-fire rated doors and frames; as Appendix AA to
Particular Specification, section L20
Galvanised steel with polyester powder coated
finish; door type 08; door frame width 210mm
(max.); head and jamb type A
AE100.1 1650mm width x 2150mm high nr *** *** ***
Galvanised steel with polyester powder coated
finish; door type 01C; door frame width 210mm
(max.); head and jamb type A
AE100.2 1050mm width x 2150mm high nr *** *** ***
AE100.3 1350mm width x 2250mm high nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF1.2/9 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
METAL DOORS AND FRAMES
Non-fire rated doors and frames; as Appendix AA to
Particular Specification, section L20 (Cont'd)
Galvanised steel with polyester powder coated
finish; door type 06C; door frame width 210mm
(max.); head and jamb type A
AE100.4 1650mm width x 2150mm high nr *** *** ***
AE100.5 1950mm width x 2150mm high nr *** *** ***
AE100.6 1950mm width x 2250mm high nr *** *** ***
Stainless steel with hairline finish; door type
01; door frame width 210mm (max.); head and jamb
type A
AE110 1050mm width x 2150mm high nr *** *** ***
Galvanised steel with paint finish; door type
01C; door frame width 210mm (max.); head and
jamb type A
AE120.1 850mm width x 2150mm high nr *** *** ***
AE120.2 1350mm width x 2150mm high nr *** *** ***
Galvanised steel with paint finish; door type
06C; door frame width 210mm (max.); head and
jamb type A
AE120.3 1650mm width x 2150mm high nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF1.2/10 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
METAL DOORS AND FRAMES
One hour fire rated doors and frame; as Appendix
AA to Particular Specification, section L20
Galvanised steel with polyester powder coated
finish; door type 01C; door frame width 210mm
(max.); head and jamb type A
AE300.1 1350mm width x 2250mm high nr *** *** ***
AE300.2 1950mm width x 2250mm high nr *** *** ***
Galvanised steel with polyester powder coated
finish; door type 06C; door frame width 210mm
(max.); head and jamb type A
AE300.3 1650mm width x 2250mm high nr *** *** ***
AE300.4 1950mm width x 2250mm high nr *** *** ***
Galvanised steel with polyester powder coated
finish; door type 01; door frame width 210mm
(max.); head and jamb type A
AE300.5 1350mm width x 2250mm high nr *** *** ***
Stainless steel with hairline finish; door type
01; door frame width 210mm; head and jamb type
F+G
AE310.1 1210mm width x 2150mm high nr *** *** ***
Stainless steel with hairline finish; door type
01A; door frame width 210mm (max.); head and
jamb type F+G
AE310.2 1210mm width x 2150mm high nr *** *** ***
Stainless steel with hairline finish; door type
01C; door frame width 210mm (max.); head and
jamb type F+G
AE310.3 1210mm width x 2150mm high nr *** *** ***
Galvanised steel with paint finish; door type
01; door frame width 210mm (max.); head and jamb
type A
AE320.1 750mm width x 2000mm high nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF1.2/11 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
METAL DOORS AND FRAMES
One hour fire rated doors and frame; as Appendix
AA to Particular Specification, section L20
(Cont'd)
Galvanised steel with paint finish; door type
01C; door frame width 210mm (max.); head and
jamb type A
AE320.2 1050mm width x 2150mm high nr *** *** ***
AE320.3 1350mm width x 2150mm high nr *** *** ***
AE320.4 1350mm width x 2250mm high nr *** *** ***
Galvanised steel with paint finish; door type
06; door frame width 210mm (max.); head and jamb
type A
AE320.5 1350mm width x 2150mm high nr *** *** ***
AE320.6 1650mm width x 2150mm high nr *** *** ***
Galvanised steel with paint finish; door type
06C; door frame width 210mm (max.); head and
jamb type A
AE320.7 1350mm width x 2150mm high nr *** *** ***
AE320.8 1650mm width x 2150mm high nr *** *** ***
AE320.9 1650mm width x 2250mm high nr *** *** ***
AE320.10 1950mm width x 2250mm high nr *** *** ***
Fire rated doors and frames to CLP requirements; as
Appendix AA to Particular Specification.
section L20
Stainless steel with hairline finish; door type
06; door frame width 210mm (max.); head and jamb
type A
AE910.1 2550mm width x 2975mm high nr *** *** ***
Stainless steel with hairline finish; door type
01; door frame width 210mm (max.); head and jamb
type A
AE910.2 1350mm width x 2250mm high nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF1.2/12 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
SIGNS AND ADVERTISING PANELS
Signs
Non-illuminated; vinyl graphics; as Drawing
nr. LCC300/31/A70/001
AI120.1 fire alarm signs nr *** *** ***
AI120.2 lift machine room signs nr *** *** ***
AI120.3 generator-no smoking signs nr *** *** ***
AI120.4 fuel tank room-no smoking signs nr *** *** ***
PLASTERING, RENDERING AND WAll LININGS
Walls and columns
Cement and sand (1:3) render; as Appendix AA to
Particular Specification, section M20
AJ110.1 15 mm thick; to receive liquid polymer sealer
with acrylic resin based paint m2 *** *** ***
AJ110.2 15 mm thick; to receive acid resisting epoxy
paint m2 *** *** ***
AJ110.3 15 mm thick; to receive glazed ceramic tiling m2 *** *** ***
Cement and sand (1:3) render; as Appendix AA to
Particular Specification, section M20; to
circular surfaces
AJ110.4 15 mm thick; to receive liquid polymer sealer
with acrylic resin based paint m2 *** *** ***
AJ110.5 15 mm thick; to receive acid resisting epoxy
paint m2 *** *** ***
AJ110.6 15 mm thick; to receive glazed ceramic tiling m2 *** *** ***
Gypsum plaster; as Appendix AA to Particular
Specification, section M20
AJ122.1 10 mm thick; to receive emulsion paint m2 *** *** ***
Gypsum plaster; as Appendix AA to particular
Specification, section 420; to circular surfaces
AJ122.2 10 mm thick; to receive emulsion m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF1.2/13 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL LININGS
Walls and columns (Cont'd)
Acoustic plaster; with density not less than
48kg/m2; as Particular Specification P35
AJ121.1 50 mm thick; to receive acoustically transparent
membrane m2 *** *** ***
Acoustic plaster; with density not less than
48kg/m2; as Particular Specification section
P35; to circular surfaces
AJ121.2 50 mm thick; to receive acoustically transparent
membrane m2 *** *** ***
Wall linings; as Drawing nr LCC300/31/A24/156
AJ162 two hours fired board; 10 mm thick; fixed to
metal sections m2 *** *** ***
Acoustic transparent membrane; as Particular
Specification section P35
AJ169.1 fixed to acoustic plaster m2 *** *** ***
Acoustic transparent membrane; to circular
surface; as Particular Specification section P35
AJ169.2 fixed to acoustic plaster m2 *** *** ***
Floors
Cement and sand (1:3) screed; with trowelled
finish for wearing surfaces; as Appendix AA to
Particular Specification, section M10
AJ232.1 with steel fabric reinforcement; 60 mm thick; to
receive granolithic screed with anti-dust sealer m2 *** *** ***
AJ232.2 with steel fabric reinforcement; 60 mm thick; to
receive granolithic screed with epoxy floor
coating m2 *** *** ***
AJ232.3 with steel fabric reinforcement; 100 mm thick;
to receive anti-dust sealer m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSF1.2/14 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL LININGS
Floors (Cont'd)
Cement and sand (1:3) screed; with trowelled
finish for wearing surfaces; as Appendix AA to
Particular Specification, section M10 (Cont'd)
AJ232.4 with steel fabric reinforcement; 100 mm thick;
to receive sealer with epoxy floor coating m2 *** *** ***
AJ232.5 with steel fabric reinforcement; 110 mm thick;
to receive granolithic screed with epoxy floor
coating m2 *** *** ***
AJ232.6 with steel fabric reinforcement; 150 mm thick;
to receive anti-dust sealer m2 *** *** ***
AJ232.7 with steel fabric reinforcement; 150 mm thick;
to receive sealer with epoxy floor coating m2 *** *** ***
Granolithic screed; with non-slip trowelled
finish for wearing surfaces; to cement and sand
screed surfaces; as Architectural Specification
section 67.1
AJ240.1 40 mm thick; to receive anti-dust sealer m2 *** *** ***
Granolithic floor screed; with power ground
finish for wearing surfaces; to cement and sand
screed surfaces; as Architectural Specification
section 67.1
AJ240.2 40 mm thick; to receive epoxy floor coating m2 *** *** ***
Ceilings including sides and soffits of attached
beams; 3.5 to 5.0m high
Cement and sand (1:3) plaster; as Architectural
Specification section 67.2
AJ321.1 15 mm thick; to receive anti-fungal emulsion
paint m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSF1.2/15 Contract No. LCC-300
Addendum No.1
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL LININGS
Ceilings including sides and soffits of attached
beams; 3.5 to 5.0m high (Cont'd)
Acoustic plaster; with density not less than
48kg/m2; as Particular Specification P35
AJ321.2 50 mm thick; to receive acoustically transparent
membrane m2 *** *** ***
Acoustic transparent membrane; as Particular
Specification section P35
AJ369.1 fixed to acoustic plaster m2 *** *** ***
Ceilings including sides and soffits of attached
beams; 5.0 to 6.5m high
Cement and sand (1:3) plaster; as Architectural
Specification section 67.2
AJ321.3 15 mm thick; to receive anti-fungal emulsion
paint m2 *** *** ***
AJ321.4 15 mm thick; to receive liquid polymer sealer
with acrylic resin based paint m2 *** *** ***
Acoustic plaster; with density not less than
48kg/m2; as Particular Specification P35
AJ321.5 50 mm thick; to receive acoustically transparent
membrane m2 *** *** ***
Acoustic transparent membrane; as Particular
Specification section P35
AJ369.2 fixed to acoustic plaster m2 *** *** ***
Ceilings including sides and soffits of attached
beams; 6.5 to 8.0m high
Cement and sand (1:3) plaster; as Architectural
Specification section 67.2
AJ321.6 15 mm thick; to receive anti-fungal emulsion
paint m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSF1.2/16 Contract No. LCC-300
Addendum No.1
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL LININGS
Ceilings including sides and soffits of attached
beams; 6.5 to 8.0m high (Cont'd)
Acoustic plaster; with density not less than
48kg/m2; as Particular Specification P35
AJ321.7 50 mm thick; to receive acoustically transparent
membrane m2 *** *** ***
Acoustic transparent membrane; as Particular
Specification section P35
AJ369.3 fixed to acoustic plaster m2 *** *** ***
Ceilings including sides and soffits of attached
beams; 8.0 to 9.5m high
Cement and sand (1:3) plaster; as Architectural
Specification section 67.2
AJ321.8 15 mm thick; to receive anti-fungal emulsion
paint m2 *** *** ***
Acoustic plaster; with density not less than
48kg/m2; as Particular Specification P35
AJ321.9 50 mm thick; to receive acoustically transparent
membrane m2 *** *** ***
Acoustic transparent membrane; as Particular
Specification section P35
AJ369.4 fixed to acoustic plaster m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSF1.2/17 Contract No. LCC-300
Addendum No.1
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
TILING
Skirtings, ▇▇▇▇▇, channels, wall strings, open
strings, curb strings, cornices, mouldings and
the like
Granolithic screed; with trowelled finish for
wearing surfaces; as Architectural Specification
section 67.1
AJ740.1 coved at base; 25mm thick; 150 mm high skirting;
to receive anti-dust sealer m *** *** ***
AJ740.2 coved at base; 25mm thick; 150 mm high skirting;
to receive acid resisting epoxy coating m *** *** ***
Granolithic screed; with trowelled finish for
wearing surfaces; as Architectural Specification
section 67.1; to circular surfaces
AJ740.3 coved at base; 25mm thick; 150 mm high skirting;
to receive anti-dust sealer m *** *** ***
AJ740.4 coved at base; 25mm thick; 150 mm high skirting;
to receive acid resisting epoxy coating m *** *** ***
TILING
Walls and columns
Ceramic tiles; glazed; as Appendix AA to
Particular Specification, section M40
AK130.1 size 147 x 147 x 7 mm thick; matt finish m2 *** *** ***
Ceramic internal corner tiles; glazed; as
Appendix AA to Particular Specification section
M40
AK130.2 size 50 x 50 x 7 mm thick; matt finish m *** *** ***
Ceramic tiles; glazed; as Appendix AA to
Particular Specification, section M40; to
circular surfaces
AK130.3 size 147 x 147 x 7 mm thick; matt finish m2 *** *** ***
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To Collection of Lump Sum Item LSF1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSF1.2/18 Contract No. LCC-300
Addendum No.1
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate
charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity and
Rate columns entered with "N/A".
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.2/19 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 section 7
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.2/20 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.2 F1.2 : Station Plant Rooms - ABWF
ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSF1.2
: Station Plant Rooms - ABWF
Page No. LSF1.2/1 ***
Page No. LSF1.2/2 ***
Page No. LSF1.2/3 ***
Page No. LSF1.2/4 ***
Page No. LSF1.2/5 ***
Page No. LSF1.2/6 ***
Page No. LSF1.2/7 ***
Page No. LSF1.2/8 ***
Page No. LSF1.2/9 ***
Page No. LSF1.2/10 ***
Page No. LSF1.2/11 ***
Page No. LSF1.2/12 ***
Page No. LSF1.2/13 ***
Page No. LSF1.2/14 ***
Page No. LSF1.2/15 ***
Page No. LSF1.2/16 ***
Page No. LSF1.2/17 ***
Page No. LSF1.2/18 ***
Page No. LSF1.2/19 ***
Page No. LSF1.2/20 ***
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To Collection of Lump Sum Item LSF1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF1.2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.3 F1.3 : Station Acoustic Treatment - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL LININGS
Walls and columns (L1)
Wall linings
AJ163.1 acoustic panels;
comprising 0.5 mm thick G.I. perforated
sheets on and including 25 x 50 x 25 x 1.2 mm
thick G.I. Z-channels, with 60kg/m x 50 mm
thick fibreglass, anchored to reinforced concrete
structural soffits; in accordance with Particular
Specification clause P35 and drawings
LCC300/31/A60/780-784 m2 *** *** ***
Walls and columns (L2)
Wall linings
AJ163.2 acoustic panels;
comprising 0.5 mm thick G.I. perforated
sheets on and including 25 x 50 x 25 x 1.2 mm
thick G.I. Z-channels, with 60kg/m x 50 mm
thick fibreglass, anchored to reinforced concrete
structural soffits; in accordance with Particular
Specification clause P35 and drawings
LCC300/31/A60/780-784 m2 *** *** ***
Walls and columns (L3)
Wall linings
AJ163.3 acoustic panels;
comprising 0.5 mm thick G.I.perforated
sheets on and including 25 x 50 x 25 x 1.2 mm
thick G.I. Z-channels, with 60kg/m x 50 mm
thick fibreglass, anchored to reinforced concrete
structural soffits; in accordance with Particular
Specification clause P35 and drawings
LCC300/31/A60/780-784 m2 *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF1.3/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.3 F1.3 : Station Acoustic Treatment - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL LININGS
Ceilings including sides and soffits of attached
beams; 6.5 to 8.0m high (L1)
Linings
AJ399.1 acoustic panels;
comprising 0.5 mm thick G.I. perforated sheets
on and including 25 x 50 x 25 x 1.2 mm thick
G.I. Z-channels, with 60kg/m x 50 mm thick
fibreglass, anchored to reinforced concrete
structural soffits; in accordance with Particular
Specification clause P35 and drawings
LCC300/31/A60/780-784 m2 *** *** ***
Ceilings including sides and soffits of attached
beams; 6.5 to 8.0m high (L2)
Linings
AJ399.2 acoustic panels;
comprising 0.5 mm thick G.I. perforated sheets
on and including 25 x 50 x 25 x 1.2 mm thick
G.I. Z-channels, with 60kg/m x 50 mm thick
fibreglass, anchored to reinforced concrete
structural soffits; in accordance with Particular
Specification clause P35 and drawings
LCC300/31/A60/780-784 m2 *** *** ***
Ceilings including sides and soffits of attached
beams; 6.5 to 8.0m high (L3)
Linings
AJ399.3 acoustic panels;
comprising 0.5 mm thick G.I. perforated sheets
on and including 25 x 50 x 25 x 1.2 mm thick
G.I. Z-channels, with 60kg/m x 50 mm thick
fibreglass, anchored to reinforced concrete
structural soffits; in accordance with Particular
Specification clause P35 and drawings
LCC300/31/A60/780-784 m2 *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF1.3/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.3 F1.3 : Station Acoustic Treatment - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL LININGS
Ceilings including sides and soffits of attached
beams; 8.0 to 9.5m high(L3)
Linings
AJ399.4 acoustic panels;
comprising 0.5 mm thick G.I. perforated sheets
on and including 25 x 50 x 25 x 1.2 mm thick G.I.
Z-channels, with 60kg/m x 50 mm thick fibreglass,
anchored to reinforced concrete structural
soffits; in accordance with Particular
Specification clause P35 and drawings
LCC300/31/A60/780-784 m2 *** *** ***
Ceilings including sides and soffits of attached
beams; 9.5 to 11.0m high(L3)
Linings
AJ399.5 acoustic panels;
comprising 0.5 mm thick G.I. perforated sheets
on and including 25 x 50 x 25 x 1.2 mm thick G.I.
Z-channels, with 60kg/m x 50 mm thick fibreglass,
anchored to reinforced concrete structural
soffits; in accordance with Particular
Specification clause P35 and drawings
LCC300/31/A60/780-784 m2 *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF1.3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.3 F1.3 : Station Acoustic Treatment - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate charge
is required.
The unit of measurement for any Contractor's Other
Charges shall be "sum", with Quantity and Rate
columns entered with "N/A".
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF1.3/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.3 F1.3 : Station Acoustic Treatment - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 section 7
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF1.3/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F1 : Station
Lump Sum Item LSF1.3 F1.3 : Station Acoustic Treatment - ABWF
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSF1.3
: Station Acoustic Treatment - ABWF
Page No. LSF1.3/1 ***
Page No. LSF1.3/2 ***
Page No. LSF1.3/3 ***
Page No. LSF1.3/4 ***
Page No. LSF1.3/5 ***
------------------------------------------------------------------------------
Total of Lump Sum Item LSF1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF1.3/COL/l Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F2 : Station Trading
Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F230 Class: 30/20; concrete category B m3 *** *** ***
Placing of mass concrete
Plinth; concrete category B
F592 thickness 150-300 mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F4
Vertical
G342 width 0.1-0.2 m m *** *** ***
PRECAST CONCRETE
Lintels; concrete class 40/20
H809 Cross-sectional area 140 x 200 mm depth;
nominally 73 kg per metre m *** *** ***
STRUCTURAL METALWORK
Fabrication of members for frames; weldable
structural steel to Grade 43A to BS 4360
Columns; 120 x 80 x 5mm thick square hollow
sections
M311 straight on plan t *** *** ***
Plates or flats; 250 x 100 x 10mm
M391.1 straight on plan t *** *** ***
Brackets; 150 x 90 x 10 mm
M391.2 straight on plan t *** *** ***
Cap plates; 120 x 80 x 3 mm
M391.3 straight on plan t *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF2.1/l Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F2 : Station Trading
Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Erection of members for frames; weldable
structural steel Grade 43A to BS 4360
M620 Permanent erection t *** *** ***
M690.1 Hilti; anchor bolts; H.S.L. M12 or products
having equivalent functions or performance nr *** *** ***
M690.2 Hilti; anchor bolts; H.S.L. M16 or products
having equivalent functions or performance nr *** *** ***
MISCELLANEOUS METALWORK
Hot dip galvanised mild steel
Ladders; stringers 40mm diameter; min 3mm thick;
rungs 20mm diameter; including safety hoops and
return stringers
N130 type 3; as Drawing nr LCC300/31/A24/503-505 m *** *** ***
Handrails; comprising 50mm diameter; 2mm thick
(min) handrails; 15mm diameter brackets at 900mm
approximate centres; 50mm diameter x 4mm thick
cover plate; including bolts, rivets and all
necessary fixings & fixing devices
N140 as Drawing nr LCC300/31/A15/242, /273 m *** *** ***
Stainless steel
Miscellaneous framing; welded and bolted
connection
N161 angle section; 150 x 90 x 10mm m *** *** ***
N190 Urinal grating; type U4M1; 1200 x 300 x 15mm;
with vertical support; as Drawing nr
LCC300/31/A60/403 nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF2.1 ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 28 June 2002
Addendum No. 1 LSF2.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F2 : Station Trading
Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
BRICKWORK, BLOCKWORK AND MASONRY
Dense concrete blockwork; compressive strength
7.0N/mm2 stretcher bond; in cement/lime mortar:
flush pointed; as Appendix AA to Particular
Specification, section F10
Thickness: 100mm
U511.1 vertical straight walls m2 *** *** ***
Thickness: 140mm
U511.2 vertical straight walls m2 *** *** ***
U519 plinths m2 *** *** ***
Ancillaries
U581 joint reinforcement; 24 gauge galvanised
expanded steel mesh; 300mm wide m *** *** ***
U583 movement joints; fire rated filler; 140 mm in
depth; as Drawing nr LCC300/31/A24/154, 156 m *** *** ***
U586 fixings and ties; galvanised mild steel dove
tail ties m2 *** *** ***
U589 head restraint; galvanised mild steel angle;
70 x 70 x 3mm thick; sleeved and dowelled into
blockwork at 2000mm centres m *** *** ***
PAINTING
Emulsion paint; with one coat thinned with water
in accordance with manufacturer's recommendation
and two unthinned coat; as Appendix AA to
Particular Specification, section M60
Plaster and render
V543 surfaces inclined at an angle exceeding 60
degrees to the horizontal m2 *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF2.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F2 : Station Trading
Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
PAINTING
Emulsion paint; anti-fungal; with one coat
thinned with water in accordance with
manufacturer's recommendation and two unthinned
coats; as Appendix AA to Particular
Specification, section M60
Plaster and render
V544 soffit surfaces and lower surfaces inclined at
an angle not exceeding 60 degrees to the
horizontal m2 *** *** ***
Synthetic paint; with one Coat recommended
primer, two undercoats and one finishing coat;
as Appendix AA to Particular Specification,
section M60
Metal other than metal sections and pipework
V915 isolated surfaces of width or girth not
exceeding 500mm m2 *** *** ***
Anti-dust sealer; with one coat polymer single
component weather resistant top coat and one
base coat; as Architectural Specification
section 64.4
Concrete
V934 soffit surfaces and lower surfaces inclined at
an angle not exceeding 60 degrees to the
horizontal m2 *** *** ***
Cement and sand screed
V991.1 upper surfaces inclined at an angle not
exceeding 30 degrees to the horizontal m2 *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF2.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F2 : Station Trading
Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
PAINTING
Anti-dust sealer; with one coat polymer single
component weather resistant top coat and one
base coat; as Architectural Specification
section 64.4 (Cont'd)
Granolithic screed
V991.2 upper surfaces inclined at an angle not
exceeding 30 degrees to the horizontal m2 *** *** ***
V995 isolated surface of width or girth not exceeding
500mm m2 *** *** ***
Granolithic skirting 150mm high
V993 surfaces inclined at an angle exceeding 60
degrees to the horizontal m2 *** *** ***
WATERPROOFING
Tanking
Waterproofing membrane; one coat and minimum
1.5mm thick; as Appendix AA to Particular
Specification, section J30
W231 upper surfaces inclined at an angle not
exceeding 30 degrees to the horizontal m2 *** *** ***
W233 surfaces inclined at an angle exceeding 60
degrees to the horizontal m2 *** *** ***
PARTITIONS
Proprietary toilet cubicles; galvanised mild
steel finished; floor mounted; as Appendix AA
to Particular Specification, section K32
AB300.1 2535 x 1500 x 2000mm high overall; with 3
compartments nr *** *** ***
AB300.2 3810 x 1500 x 2000mm high overall; with 4
compartments nr *** *** ***
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To Collection of Lump Sum Item LSF2.1 ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF2.1/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F2 : Station Trading
Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
CARPENTRY & JOINERY
One hour fire rated doors and frames; as
Appendix AA to Particular Specification,
Section L20
Solid core flush; galvanised steel door frame
width 210mm (max.); head and jamb type H; facing
both sides with 5mm plywood with plastic
laminate sheet
AC110 2150 x 2150 x 44mm thick (Door type 01C) nr *** *** ***
Fittings
Worktops; to acrylic based self formed solid
surfacing vanity counter top; with groove line
for water flow; splash back; opening for basin;
framing and all necessary ironmongery; as
Appendix AA to Particular Specification, section
Z10 and Drawing nr LCC300/31/A60/402
AC740 overall size 2500 x 600 x 450mm high nr *** *** ***
IRONMONGERY
Hinges; as Appendix AA to Particular
Specification, section P21
AD290.1 Type H1; size 114 x 114mm; fixed to timber door
leaf and galvanised steel door frame nr *** *** ***
AD290.2 Type H1; size 114 x 114mm; fixed to galvanised
steel nr *** *** ***
AD290.3 Type H1; size 114 x 114mm; fixed to stainless
steel nr *** *** ***
AD290.4 Type H2; size 114 x 114mm; fixed to galvanised
steel nr *** *** ***
Locks, latches and bolts; as Appendix AA to
Particular Specification, section P21
Lock cases
AD319.1 type L1; fixed to galvanised steel nr *** *** ***
AD319.2 type L1; fixed to stainless steel nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF2.1/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F2 : Station Trading
Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
IRONMONGERY
Locks, latches and bolts; as Appendix AA to
Particular Specification, section P21 (Cont'd)
Lock cases (Cont'd)
AD319.3 type L2; fixed to galvanised steel nr *** *** ***
AD319.4 type L3; fixed to timber door leaf and
galvanised steel door frame nr *** *** ***
AD319.5 type L3; fixed to galvanised steel nr *** *** ***
AD319.6 type L7; fixed to galvanised steel nr *** *** ***
Bolts
AD339.1 type FB1; fixed to galvanised steel nr *** *** ***
AD339.2 type FB4; fixed to galvanised steel nr *** *** ***
Panic bolt
AD339.3 type ED2; fixed to galvanised steel nr *** *** ***
AD339.4 type ED3; fixed to galvanised steel nr *** *** ***
Closers and selectors; as Appendix AA to
Particular Specification, section P21
Door closers
AD490.1 type CL1; fixed to galvanised steel nr *** *** ***
AD490.2 type CL1A; fixed to timber door leaf and
galvanised steel door frame nr *** *** ***
AD490.3 type CL1A; fixed to galvanised steel nr *** *** ***
AD490.4 type CL1A; fixed to stainless steel nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF2.1/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F2 : Station Trading
Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
IRONMONGERY
Handles with backplates; as Appendix AA to
Particular Specification, section P21
Pull handles
AD520.1 type PH1; with 300 x 100 x 1.6mm backplates;
fixed to timber nr *** *** ***
AD520.2 type PH1; with 300 x 100 x 1.6mm backplates;
fixed to galvanised steel nr *** *** ***
AD520.3 type PH1; with 300 x 100 x 1.6mm backplates;
fixed to stainless steel nr *** *** ***
Push plates; as Appendix AA to Particular
Specification, section ▇▇▇
▇▇▇▇▇ Type PP1; 300 x 100 x 1.6mm thick; fixed to
galvanised steel nr *** *** ***
Kick plates; as Appendix AA to Particular
Specification, section P21
AD700.1 Type K1; 890 x 200 x 1.6mm thick; fixed to
timber nr *** *** ***
AD700.2 Type K1; 740 x 200 x 1.6mm thick; fixed to
galvanised steel nr *** *** ***
AD700.3 Type K1; 890 x 200 x 1.6mm thick; fixed to
galvanised steel nr *** *** ***
AD700.4 Type K1; 1190 x 200 x 1.6mm thick; fixed to
galvanised steel nr *** *** ***
AD700.5 Type K1; 1190 x 200 x 1.6mm thick; fixed to
stainless steel nr *** *** ***
Accessories; as Appendix AA to Particular
Specification, section P21
Door stops
AD810.1 type ST1; fixed to galvanised steel door leaf
and concrete floor nr *** *** ***
AD810.2 type ST1; fixed to stainless steel door leaf and
concrete floor nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF2.1/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F2 : Station Trading
Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
IRONMONGERY
Accessories; as Appendix AA to Particular
Specification, section P21 (Cont'd)
Wall bumper
AD840.1 type ST2; fixed to timber door leaf and concrete
wall nr *** *** ***
AD840.2 type ST2; fixed to galvanised steel door leaf and
concrete wall nr *** *** ***
Threshold
AD890.1 type T1; fixed to galvanised steel nr *** *** ***
Dust proof strike
AD890.2 type ECS nr *** *** ***
Co-ordinator
AD890.3 type DC1 nr *** *** ***
METAL DOORS AND FRAMES
Non-fire rated doors and frames; as Appendix AA
to Particular Specification, section L20
Galvanised steel with polyester powder coated
finish; door type 06; door frame width 210mm
(max.); head and jamb type A
AE100 1700mm width x 2150mm high nr *** *** ***
Stainless steel door with 2 nos of louvres; to
toilet duct room; including all necessary
ironmongery; as Drawing nr LCC300/A60/409
AE110 750mm width x 2150mm high nr *** *** ***
Galvanised steel with paint finish; door type
01A; door frame width 210mm (max.); head and jamb
type A
AE120.1 950mm width x 2150mm high nr *** *** ***
AE120.2 1050mm width x 2150mm high nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF2.1/9 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F2 : Station Trading
Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
METAL DOORS AND FRAMES
Non-fire rated doors and frames; as Appendix AA
to Particular Specification, section L20
(Cont'd)
Galvanised steel with paint finish; door type
01; door frame width 210mm (max.); head and jamb
type A
AE120.3 1050mm width x 2150mm high nr *** *** ***
One hour fire rated doors and frames; as
Appendix AA to Particular Specification, section
L20
Stainless steel with hairline finish; door type
01C; door frame width 210mm (max.); head and
jamb type E+G
AE310 1400mm width x 2150m high nr *** *** ***
Galvanised steel with paint finish; door type
07; door frame width 210mm (max.); head and jamb
type A
AE320.1 1650mm width x 2150mm high; with 200 x 800mm
vision panels nr *** *** ***
AE320.2 1700mm width x 2150mm high nr *** *** ***
AE320.3 1700mm width x 2150mm high; with 200 x 800mm
vision panels nr *** *** ***
Galvanised steel with paint finish; door type
01C; door frame width 210mm (max.); head and
jamb type A
AE320.4 1350mm width x 2150mm high nr *** *** ***
Galvanised steel with paint finish; door type
01; door frame width 210mm (max.); head and jamb
type A
AE320.5 750mm width x 2000mm high nr *** *** ***
Galvanised steel with paint finish; door type
01; door frame width 210mm (max.); head and jamb
type A
AE320.6 750mm wide x 2600mm high nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF2.1/10 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F2 : Station Trading
Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
METAL SHUTTERS, WINDOWS AND LOUVRES
Shutters
Non-fire rated glazed panels shutters;
electrical operating system; drop down type;
with exposed key switch boxes mounted on both
sides of shutter; as Appendix AA to Particular
Specification, section L20 and Drawing nr
LCC300/31/A24/801-806, /A40/801-807
AF129.1 polycarbonate with paint finish; recessed rail;
standard hood (fixed inside room); approximate
size 1800 x 2400mm high nr *** *** ***
AF129.2 polycarbonate with paint finish; recessed rail;
standard hood (fixed inside room); approximate
size 1850 x 2400mm high nr *** *** ***
AF129.3 polycarbonate with paint finish; recessed rail;
standard hood (fixed inside room); approximate
size 2100 x 2400mm high nr *** *** ***
AF129.4 polycarbonate with paint finish; recessed rail;
standard hood (fixed inside room); approximate
size 2750 x 2400mm high nr *** *** ***
AF129.5 polycarbonate with paint finish; recessed rail;
standard hood (fixed inside room); approximate
size 3000 x 2400mm high nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF2.1/11 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F2 : Station Trading
Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
METAL SHUTTERS, WINDOWS AND LOUVRES
Shutters (Cont'd)
Non-fire rated glazed panels shutters;
electrical operating system; drop down type;
with exposed key switch boxes mounted on both
sides of shutter; as Appendix AA to Particular
Specification, section L20 and Drawing nr
LCC300/31/A24/801-806, /A40/801-807 (Cont'd)
AF129.6 polycarbonate with paint finish; recessed rail;
standard hood (fixed inside room); approximate
size 3200 x 2400mm nr *** *** ***
AF129.7 polycarbonate with paint finish; recessed rail;
standard hood (fixed inside room); approximate
size 3300 x 2400mm high nr *** *** ***
AF129.8 polycarbonate with paint finish; recessed rail;
standard hood (fixed inside room); approximate
size 3600 x 2400mm high nr *** *** ***
AF129.9 polycarbonate with paint finish; recessed rail;
standard hood (fixed inside room); approximate
size 3900 x 2400mm high nr *** *** ***
AF129.10 polycarbonate with paint finish; recessed rail;
standard hood (fixed inside room); approximate
size 4200 x 2400mm high nr *** *** ***
AF129.11 polycarbonate with paint finish; recessed rail;
standard hood (fixed inside room); approximate
size 4800 x 2400mm high nr *** *** ***
AF129.12 polycarbonate with paint finish; recessed rail;
standard hood (fixed inside room); approximate
size 5700 x 2400mm high nr *** *** ***
AF129.13 Polycarbonate with paint finish; recessed rail;
standard hood (fixed inside room); approximate
size 8200 x 2400mm high nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF2.1/12 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F2 : Station Trading
Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
METAL SHUTTERS, WINDOWS AND LOUVRES
Shutters (Cont'd)
One hour fire rated slat shutters; electrical
operating system; drop down type; with exposed
key switch boxes mounted on both sides of
shutter; as Appendix AA to Particular
Specification, section L20 and Drawing nr
LCC300/31/A24/801-806, /A40/801-806
AF131.1 stainless steel; recessed rail; standard hood
(fixed above ceiling); smoke resistant; with
smoke/heat detector activate; approximate size
3900 x 2400mm high nr *** *** ***
AF131.2 stainless steel; recessed rail; standard hood
(fixed above ceiling); smoke resistant; with
smoke/heat detector activate; approximate size
2800 x 2400mm high nr *** *** ***
AF131.3 stainless steel; recessed rail; standard hood
(fixed above ceiling); smoke resistant; with
smoke/heat detector activate; approximate size
3300 x 2400mm high nr *** *** ***
AF131.4 stainless steel; recessed rail; standard hood
(fixed above ceiling); smoke resistant; with
smoke/heat detector activate; approximate size
3600 x 2400mm high nr *** *** ***
AF141.5 stainless steel; recessed rail; standard hood
(fixed above ceiling); smoke resistant; with
smoke/heat detector activate; approximate size
6000 x 2400mm high nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF2.1/13 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F2 : Station Trading
Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
METAL SHUTTERS, WINDOWS AND LOUVRES
Shutters (Cont'd)
Two hours fire rated slat shutters; electrical
operating system; drop down type; with exposed
key switch boxes mounted on both sides of
shutter; as Appendix AA to Particular
Specification, section L20 and Drawing nr
LCC300/31/A24/801-806, /A40/801-807
AF141.1 stainless steel; recessed rail; standard hood
(fixed inside room); smoke resistant; with
smoke/heat detector activated; approximate size
2200 x 2400mm high nr *** *** ***
AF141.2 stainless steel; recessed rail; standard hood
(fixed inside room); smoke resistant; with
smoke/heat detector activate; approximate size
2800 x 2400mm high nr *** *** ***
AF141.3 stainless steel; recessed rail; standard hood
(fixed inside room); smoke resistant; with
smoke/heat detector activate; approximate size
3300 x 2400mm high nr *** *** ***
AF141.4 stainless steel; recessed rail; standard hood
(fixed inside room); smoke resistant; with
smoke/heat detector activate; approximate size
3600 x 2400mm high nr *** *** ***
AF141.5 stainless steel; recessed rail; standard hood
(fixed inside room); smoke resistant; with
smoke/heat detector activate; approximate size
3900 x 2400mm high nr *** *** ***
AF141.6 stainless steel; recessed rail; standard hood
(fixed inside room); smoke resistant; with
smoke/heat detector activate; approximate size
4200 x 2400mm high nr *** *** ***
AF141.7 stainless steel; recessed rail; standard hood
(fixed inside room); smoke resistant; with
smoke/heat detector activate; approximate size
6000 x 2400mm high nr *** *** ***
AF141.8 stainless steel; recessed rail; standard hood
(fixed inside room); smoke resistant; with
smoke/heat detector activate; approximate size
8200 x 2400mm high nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF2.1/14 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F2 : Station Trading
Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
METAL SHUTTERS, WINDOWS AND LOUVRES
Shutters (Cont'd)
Two hours fire rated slat shutters; electrical
operating system; drop down type; with exposed
key switch boxes mounted on both sides of
shutter; as Appendix AA to Particular
Specification, section L20 and Drawing nr
LCC300/31/A24/801-806, /A40/801-807 (Cont'd)
AF141.9 stainless steel; recessed rail; standard hood
(fixed inside room); smoke resistant; with
smoke/heat detector activate; approximate size
8400 x 2400mm high nr *** *** ***
Louvres
Internal louvre with insect mesh;
weatherproofed; including framing, mastic
sealants, waterproofing grouting, approved
expanded metal lath/plaster stop and all other
fixing accessories and support; as Appendix AA
to Particular Specification, section L15 and
Drawing nr LCC300/31/A24/901 and
LCC300/31/A40/458
AF309 PVF2 coated aluminium; overall size 450 x 450mm
high nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.2 : 28 October 2002 LSF2.1/15 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F2 : Station Trading
Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
METAL CLADDING
System metal cladding
Vitreous enamelled steel panels; 150mm (overall
depth including fixings) thick; on anti-drumming
backing board with vapour control layer;
including all joints, cover plates (colour
matched) sealants and all other necessary fixing
accessories and supports; as Appendix AA to
Particular Specification, section H31 M63 and
Drawing nr LCC300/31/A20/001-007, 010-013
AG112.1 isolated column; not exceeding 1.0m2 m2 *** *** ***
AG112.2 isolated column; 1.0-1.5m2 m2 *** *** ***
AG112.3 isolated column; 1.5-2.0m2 m2 *** *** ***
AG112.4 isolated column; 2.5-3.0m2 m2 *** *** ***
AG112.5 isolated column; 2000 x 1640mm m2 *** *** ***
SPECIALIST ARCHITECTURAL METALWORK
Metal fire hose reel cabinets
AH200 Hose reel cabinet door; piano hinged; including
stainless steel collar surround fixed to
reinforced concrete blockout opening with
galvanised mild steel fixing lugs; 8mm (minimum)
tempered glass front door; size 1190 x 860mm
high x 150mm thick; all associated ironmongery;
Drawing nr LCC300/31/A24/301 and 302 nr *** *** ***
Balustrade
Mesh balustrade; 1100mm high; including railing;
mesh; stanchion and all necessary accessories
AH790 as Drawing nr
LCC300/31/A15/201-219 m *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.2 : 28 October 2002 LSF2.1/16 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F2 : Station Trading
Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
SPECIALIST ARCHITECTURAL METALWORK
Ancillaries
AH890.1 Stainless steel framed fire services inlet door;
with 6mm wired toughened glass panel; as Drawing
nr LCC300/31/A24/305 nr *** *** ***
AH890.2 Galvanised mild steel anti-burgary screen T15A;
as Drawing LCC300/31/A04/512, A60/765 m2 *** *** ***
SIGNS AND ADVERTISING PANELS
Signs
Illuminated; as Drawing nr. LCC300/31/A70/001
AI110 exit signs nr *** *** ***
Non-illuminated; vinyl graphics; as Drawing nr.
LCC300/31/A70/001
AI120.1 warning signs nr *** *** ***
AI120.2 lift no smoking signs nr *** *** ***
AI120.3 lift number signs nr *** *** ***
AI120.4 fire services signs nr *** *** ***
AI120.5 hose reel signs nr *** *** ***
AI120.6 fireman's lift light box signs nr *** *** ***
AI120.7 disabled wc signs nr *** *** ***
AI120.8 disabled toilets emergency call signs nr *** *** ***
AI120.9 braille on lift jamb signs nr *** *** ***
AI120.10 station shop signs with stainless steel backing
plate nr *** *** ***
AI120.11 fire alarm signs nr *** *** ***
PLASTERING, RENDERING AND WALL LININGS
Walls and columns
Cement and sand (1:3) render; as Appendix AA to
Particular Specification, section M20
AJ110.1 15 mm thick; to receive glazed ceramic tiling m2 *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF2.1/17 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F2 : Station Trading
Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL LININGS
Walls and columns (Cont'd)
Cement and sand (1:3) render; Appendix AA to
Particular Specification, section M20; to
circular surfaces
AJ110.2 15 mm thick; to receive glazed ceramic tiling m2 *** *** ***
Gypsum plaster; as Appendix AA to Particular
Specification, section M20
AJ122 10 mm thick; to receive emulsion paint m2 *** *** ***
Wall linings; as Drawing nr LCC300/31/A24/156
AJ162.1 two hours fired board; 10 mm thick; fixed to
metal sections m2 *** *** ***
Wall linings; intertenancy partitions
AJ162.2 calcium silicate fire rated board; overall 90mm
thick; 2 hours fire rated; fixed to concrete
floor; inclusive of all necessary head, foot and
interface restraint m2 *** *** ***
Wall linings; hanger walls; as Drawing nr
LCC300/31/A04/502
AJ162.3 calcium silicate fire rated board; comprise 2
layers of 9mm 2 hours fire rated board; sandwich
thermal insulation; 70mm G.M.S. channel on S.S.
shims bolt fixed to underside of concrete slabs
at 75mm c/c; inclusive of G.M.S. supporting
members with 2 hours FRP m2 *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF2.1/18 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F2 : Station Trading
Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL LININGS
Floors
Cement and sand (1:3) screed; with trowelled
finish for wearing surfaces; as Appendix AA to
Particular Specification, section M10
AJ232.1 with steel fabric reinforcement; 70 mm thick; to
receive terrazzo tiling m2 *** *** ***
AJ232.2 with steel fabric reinforcement; 100 mm thick;
to receive anti-dust sealer m2 *** *** ***
AJ232.3 with steel fabric reinforcement; 120 mm thick;
to receive terrazzo tiling m2 *** *** ***
AJ232.4 with steel fabric reinforcement; 140 mm thick;
to receive homogeneous ceramic tiling m2 *** *** ***
AJ232.5 with steel fabric reinforcement; 150 mm thick;
to receive anti-dust sealer m2 *** *** ***
Ceilings including sides and soffits of attached
beams
Cement and sand (1:3) plaster; as Architectural
Specification section 67.2
AJ321.1 15 mm thick; to receive anti-fungal emulsion
paint m2 *** *** ***
Ceilings including sides and soffits of attached
beams; 3.5 to 5.0m high
Cement and sand (1:3) plaster; as Architectural
Specification section 67.2
AJ321.2 15 mm thick; to receive anti-fungal emulsion
paint m2 *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF2.1/19 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F2 : Station Trading
Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL LININGS
Stairs and steps
Granolithic screed; with non-slip trowelled
finish for wearing surfaces; to cement and sand
screed surfaces; as Architectural Specification
section 67.1
AJ640 40 mm thick; to receive anti-dust sealer m2 *** *** ***
Skirtings, ▇▇▇▇▇, channels, wall strings, open
strings, curb strings, cornices, mouldings and
the like
Cement and sand (1:3) render; as Appendix AA to
Particular Specification, section M20
AJ710.1 15 mm thick; to receive 150 mm high homogeneous
ceramic tile skirting m *** *** ***
Cement and sand (1:3) render; as Appendix AA to
Particular Specification, section M20; to
circular surfaces
AJ710.2 15 mm thick; to receive 150 mm high homogeneous
ceramic tile skirting m *** *** ***
Granolithic screed; with trowelled finish for
wearing surfaces; as Architectural Specification
section 67.1
AJ740 25mm thick; 150 mm high skirting; with stair
gutter 150 mm wide and 5 mm deep m *** *** ***
TILING
Walls and columns
Ceramic tiles; glazed; as Appendix AA to
Particular Specification, section M40
AK130.1 size 297 x 297 x 9mm thick; matt finish m2 *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF2.1/20 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F2 : Station Trading
Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
TILING
Walls and columns (Cont'd)
Ceramic tiles; glazed; as Appendix AA to
Particular Specification, section M40; to
circular surfaces
AK130.2 size 297 x 297 x 9mm thick; matt finish m2 *** *** ***
Ceramic external corner tiles; glazed; as
Appendix AA to Particular Specification, section
M40
AK130.3 size 50 x 50 x 9mm thick; matt finish m *** *** ***
Ceramic internal corner tiles; glazed; as
Appendix AA to Particular Specification, section
M40
AK130.4 size 50 x 50 x 9mm thick; matt finish m *** *** ***
Floors
Resin bonded terrazzo tiles; as Appendix AA to
Particular Specification, section M41
AK210 size 598 x 598 x 30mm thick; matt finish m2 *** *** ***
Homogeneous ceramic tiles; unglazed; as Appendix
AA to Particular Specification, section M40
AK230.1 size 297 x 297 x 12mm thick; anti-slip finish m2 *** *** ***
Floor; tactile warning strip
Homogeneous ceramic tactile tiles; type 1; with
special textured surface; as Drawing nr
LCC300/31/A30/010 & 011
AK230.2 size 298 x 298 x 12mm thick; textured finish m2 *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF2.1/21 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F2 : Station Trading
Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
TILING
Skirtings, ▇▇▇▇▇, channels, wall strings, open
strings, curb strings, cornices and the like
Homogeneous ceramic tiles; unglazed; as Appendix
AA to Particular Specification, section M40
AK530.1 coved; 9mm thick; 150mm high skirting m *** *** ***
AK530.2 coved; 9mm thick; 150mm high skirting; to form
external angle nr *** *** ***
AK530.3 coved; 9mm thick; 150mm high skirting; to form
internal angle nr *** *** ***
Homogeneous ceramic tiles; unglazed; as Appendix
AA to Particular Specification, section M40; to
circular surfaces
AK530.4 coved; 9mm thick; 150mm high skirting m *** *** ***
Sundries
Proprietary carborondom slip resistant nosing
AK810 50mm wide; mechanically fixed to treads; fixing
allow future installation of replacement
nosings; as drawing nr LCC300/31/A15/270-272 m *** *** ***
CEILING SYSTEMS
Lay-in mineral fibre tile; type 12; with
rectangular edge; moisture resistant; 600 x 600
mm wide; with scrubbable vinyl plastic paint
finish; exposed aluminium 24mm tee grid system
with powder coated finish; to reinforced
concrete structural soffit; threaded hanger
rods; as Appendix AA to Particular
Specification, section K40
Depth of suspension: 1500 - 2000 mm
AM130 25mm thick m2 *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF2.1/22 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F2 : Station Trading
Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
SANITARY ACCESSORIES
AN100 Paper hand towel dispensers; T7J; stainless
steel; fixed to concrete block wall nr *** *** ***
AN300 Electric hand dryers; T7H; fixed to concrete
block wall nr *** *** ***
AN400.1 Toilet roll holders; stainless steel; fixed to
concrete block wall nr *** *** ***
AN400.2 Toilet roll holders; stainless steel; fixed to
reinforced concrete wall nr *** *** ***
AN600.1 Soap dispensers; stainless steel surface; fixed
to concrete block wall nr *** *** ***
AN600.2 Soap dispensers; stainless steel surface;
counter top mounted nr *** *** ***
AN900.1 Folding handrail; stainless steel; 32mm
diameter; 2mm (min) thick; 700mm long; including
base plate and all other necessary accessories;
as Drawing nr LCC300/31/A16/001 nr *** *** ***
AN900.2 Grab rail; stainless steel; 32mm diameter; 2mm
(min) thick; 600mm long; including 80mm diameter
x 30mm thick stainless steel flange; to
reinforced concrete walls; as Drawing nr
LCC300/31/A16/001 nr *** *** ***
AN900.3 Stainless steel hook; fixed to concrete block
wall; as Drawing nr LCC300/31/A40/901 nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF2.1/23 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F2 : Station Trading
Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
GLASS ▇▇▇▇▇▇▇ AND SPECIALIST GLAZING
Framed glass screens
Structural sealant concealed framing; stainless
steel; as Appendix AA to Particular
Specification, section L10 and Drawing nr
LCC300/31/A40/419
AQ410.1 size of typical bay 510 x 2450mm high m2 *** *** ***
AQ410.2 size of typical bay 900 x 2450mm high m2 *** *** ***
AQ410.3 size of typical bay 2400 x 2450mm high m2 *** *** ***
Structural sealant concealed framing; stainless
steel; as Appendix AA to Particular
Specification, section L10 and Drawing nr
LCC300/31/A40/420
AQ410.4 size of typical bay 1870 x 2450mm high m2 *** *** ***
Structural sealant concealed framing; stainless
steel; as Appendix AA to Particular
Specification, section L10 and Drawing nr
LCC300/31/A40/423
AQ410.5 size of typical bay 600 x 2450mm high m2 *** *** ***
AQ410.6 size of typical bay 900 x 2450mm high m2 *** *** ***
AQ410.7 size of typical bay 2400 x 2450mm high m2 *** *** ***
Structural sealant concealed framing; stainless
steel; as Appendix AA to Particular
Specification, section L10 and Drawing nr
LCC300/31/A40/425
AQ410.8 size of typical bay 600 x 2450mm high m2 *** *** ***
AQ410.9 size of typical bay 2400 x 2450mm high m2 *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF2.1/24 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F2 : Station Trading
Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
GLASS ▇▇▇▇▇▇▇ AND SPECIALIST GLAZING
Framed glass screens (Cont'd)
Clear toughened laminated glass; 12mm thick; as
Appendix AA to Particular Specification, section
L40 and Drawing nr LCC300/31/A23/001, 002
AQ420.1 fixed to stainless steel framing; size of
typical bay 510 x 2450mm high m2 *** *** ***
AQ420.2 fixed to stainless steel framing; size of
typical bay 600 x 2450mm high m2 *** *** ***
AQ420.3 fixed to stainless steel framing; size of
typical bay 900 x 2450mm high m2 *** *** ***
AQ420.4 fixed to stainless steel framing; size of
typical bay 1870 x 2450mm high m2 *** *** ***
AQ420.5 fixed to stainless steel framing; size of
typical bay 2400 x 2450mm high m2 *** *** ***
GENERAL GLAZING
Mirrors
AS500.1 Mirror; stainless steel; 6mm thick; 450 x 900mm
high; vandal resistant; mounted to wall;
including fixing bolt nr *** *** ***
Glass mirror; 6mm thick with 18mm thick backing
board; stainless steel angle frame; including
18mm long countersunk stainless steel screw,
sealant and sealing tape; as Drawing nr
LCC300/31/A60/407
AS500.2 size 2500 x 900mm high nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF2.1/25 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F2 : Station Trading
Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity and
Rate columns entered with "N/A".
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF2.1/26 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F2 : Station Trading
Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF2.1/27 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F2 : Station Trading
Lump Sum Item LSF2.1 F2.1 : Station Trading - ABWF
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSF2.1: Station Trading - ABWF
Page No. LSF2.1/1 ***
Page No. LSF2.1/2 ***
Page No. LSF2.1/3 ***
Page No. LSF2.1/4 ***
Page No. LSF2.1/5 ***
Page No. LSF2.1/6 ***
Page No. LSF2.1/7 ***
Page No. LSF2.1/8 ***
Page No. LSF2.1/9 ***
Page No. LSF2.1/10 ***
Page No. LSF2.1/11 ***
Page No. LSF2.1/12 ***
Page No. LSF2.1/13 ***
Page No. LSF2.1/14 ***
Page No. LSF2.1/15 ***
Page No. LSF2.1/16 ***
Page No. LSF2.1/17 ***
Page No. LSF2.1/18 ***
Page No. LSF2.1/19 ***
Page No. LSF2.1/20 ***
Page No. LSF2.1/21 ***
Page No. LSF2.1/22 ***
Page No. LSF2.1/23 ***
Page No. LSF2.1/24 ***
Page No. LSF2.1/25 ***
Page No. LSF2.1/26 ***
Page No. LSF2.1/27 ***
--------------------------------------------------------------------------------------------------
Total of Lump Sum Item LSF2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF2.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F230 Class: 30/20; concrete category B m3 *** *** ***
Placing of mass concrete
Plinth; concrete category B
F592 thickness 150-300 mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F4
Vertical
G342 width 0.1-0.2 m m *** *** ***
Joints; Upstands; as Drawing No.
LCC300/31/A24/202
Formed surface with filler; 50 mm thick fibre
board joint filler
G641 average width not exceeding 0.5 m m2 *** *** ***
PRECAST CONCRETE
Lintels; concrete class 40/20
H809.1 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇▇▇ x 200mm depth; 73 kg
per metre m *** *** ***
H809.2 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇▇▇ x 200mm depth; 75 kg
per metre m *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of members for frames; weldable
structural steel to Grade 43A to BS 4360
Columns; 80 x 80 x 6.3mm thick rectangular
hollow sections
M311.1 straight on plan t *** *** ***
Columns; 120 x 80 x 5mm thick rectangular hollow
sections
M311.2 straight on plan t *** *** ***
Plates or flats; 250 x 100 x 10mm
M391.1 straight on plan t *** *** ***
Brackets; 150 x 90 x 10mm
M391.2 straight on plan t *** *** ***
Cap plates; 80 x 80 x 3mm
M391.3 straight on plan t *** *** ***
Cap plates; 120 x 80 x 3mm
M391.4 straight on plan t *** *** ***
Erection of members for frames; weldable
structural steel Grade 43A to BS 4360
M620 Permanent erection t *** *** ***
M690.1 Hilti; anchor bolts; H.S.L. M12 or products
having equivalent functions or performance nr *** *** ***
M690.2 Hilti; anchor bolts; H.S.L. M16 or products
having equivalent functions or performance nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK
Hot dip galvanised mild steel
Ladders; stringers 40mm diameter; min 3mm thick;
rungs 20mm diameter
N130.1 type 2; as Drawing nr LCC300/31/A24/502, 504-505 m *** *** ***
Ladders; stringers 40mm diameter; min 3mm thick;
rungs 20mm diameter; including safety hoops and
return stringers
N130.2 type 3; as Drawing nr LCC300/31/A24/503-505 m *** *** ***
Handrails; comprising 50mm diameter; 2mm thick
(min) handrails; 15mm diameter brackets at 900mm
approximate centres; 50mm diameter x 4mm thick
cover plate; including bolts, rivets and all
necessary fixings and fixing devices
N140 as Drawing nr LCC300/31/A15/242, /273 m *** *** ***
Miscellaneous framing; welded and bolted
connection
N161 angle section; 150 x 90 x 10mm m *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF3.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK
Hot dip galvanised mild steel (Cont'd)
Miscellaneous framing; welded and bolted
connection (Cont'd)
N169.4 signage support bracketry type 2; 2.5-3.0m
inverted high from structural ceiling; as
Drawing nr SI-E2350L/31/A70/796, 797 nr *** *** ***
N169.5 signage support bracketry type 3; 1.0-1.5m
inverted high from structural ceiling; as
Drawing nr SI-E2350L/31/A70/796, 797 nr *** *** ***
BRICKWORK; BLOCKWORK AND MASONRY
Dense concrete blockwork; compressive strength
7.0 N/mm2; stretcher bond; in cement/lime
mortar; flush pointed; as Appendix AA to
Particular Specification, section F10
Thickness: 100mm
U511.1 vertical straight walls m2 *** *** ***
Thickness: 140mm
U511.2 vertical straight walls m2 *** *** ***
Thickness: 140mm; 2 hours fire rating
U511.3 vertical straight walls m2 *** *** ***
Ancillaries
U581 joint reinforcement; 24 gauge galvanised
expanded steel mesh; 300mm wide m *** *** ***
U583 movement joints; fire rated filler; 140mm in
depth; as Drawing nr LCC300/31/A24/154, 156 m *** *** ***
U586 fixings and ties; galvanised mild steel dove
tail ties m2 *** *** ***
U589 head restraint; galvanised mild steel angle;
70 x 70 x 3mm thick; sleeved and dowelled into
blockwork at 2000mm centres m *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
PAINTING
Emulsion paint; with one coat thinned with water
in accordance with manufacturer's recommendation
and two unthinned coats; as Appendix AA to
Particular Specification, section M60
Plaster and render
V543.1 surfaces inclined at an angle exceeding 60
degrees to the horizontal m2 *** *** ***
Emulsion paint; anti-fungal; with one coat
thinned with water in accordance with
manufacturer's recommendation and two unthinned
coats; as Appendix AA to Particular
Specification, section M60
Plaster and render
V543.2 surfaces inclined at an angle exceeding 60
degrees to the horizontal m2 *** *** ***
V544 soffit surfaces and lower surfaces inclined at
an angle not exceeding 60 degrees to the
horizontal m2 *** *** ***
Synthetic paint; with one coat recommended
primer, two undercoats and one finishing coat;
as Appendix AA to Particular Specification,
section M60
Metal other than metal sections and pipework
V915 isolated surfaces of width or girth not
exceeding 500mm m2 *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF3.1/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
PAINTING
Anti-dust sealer; with one coat polymer single
component weather resistant top coat and one
base coat; as Architectural Specification
section 64.4
Concrete
V934 soffit surfaces and lower surfaces inclined at
an angle not exceeding 60 degrees to the
horizontal m2 *** *** ***
Cement and sand screed
V991.1 upper surfaces inclined at an angle not
exceeding 30 degrees to the horizontal m2 *** *** ***
Granolithic screed
V991.2 upper surfaces inclined at an angle not
exceeding 30 degrees to the horizontal m2 *** *** ***
Granolithic skirting 150mm high
V993 surfaces inclined at an angle exceeding 60
degrees to the horizontal m *** *** ***
Granolithic screed
V995 isolated surfaces of width or girth not
exceeding 500mm m2 *** *** ***
WATERPROOFING
Tanking
Waterproofing membrane; one coat and minimum
1.5mm thick; as Appendix AA to Particular
Specification, section J30
W231 upper surfaces inclined at an angle not
exceeding 30 degrees to the horizontal m2 *** *** ***
W233 surfaces inclined at an angle exceeding 60
degrees to the horizontal m2 *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
PARTITIONS
Proprietary toilet cubicles; galvanised mild
steel finished; floor mounted; as Appendix AA
to Particular Specification, section K32
AB300.1 1060 x 2000mm high overall; with 1 compartment nr *** *** ***
AB300.2 2090 x 1500 x 2000mm high overall; with 2
compartments nr *** *** ***
AB300.3 2100 x 1490 x 2000mm high overall; with 2
compartments nr *** *** ***
AB300.4 3400 x 1500 x 2000mm high overall; with 4
compartments nr *** *** ***
CARPENTRY & JOINERY
Non-fire rated doors and frames; as Appendix AA
to Particular Specification, section L20
Solid core flush; galvanised steel door frame
width 210mm (max.); facing both sides with 5mm
plywood with plastic laminate sheet
AC110.1 1050 x 2150 x 44mm thick; with 200 x 800mm
vision panels (Door type 02) nr *** *** ***
One hour fire rated doors and frames; as
Appendix AA to Particular Specification,
section L20
Solid core flush; galvanised steel door frame
width 210mm (max.); head and jamb type A; facing
both sides with 5mm plywood with plastic
laminate sheet
AC110.2 1050 x 2150 x 44mm thick; with 200 x 800mm
vision panels (Door type 02) nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF3.1/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
CARPENTRY & JOINERY
One hour fire rated doors and frames; as
Appendix AA to Particular Specification, section
L20 (Cont'd)
Solid core flush; galvanised steel door frame
width 210mm (max.); head and jamb type H; facing
both sides with 5mm plywood with plastic
laminate sheet
AC110.3 1700 x 2150 x 44mm thick; with 200 x 800mm
vision panels (Door type 07) nr *** *** ***
Fittings
Worktops; to acrylic based self formed solid
surfacing vanity counter top; with groove line
for water flow; splash back; opening for basin;
framing and all necessary ironmongery; as
Appendix AA to Particular Specification,
section Z10 and Drawing nr LCC300/31/A60/402
AC740.1 overall size 1250 x 600 x 450mm high nr *** *** ***
AC740.2 overall size 1400 x 600 x 450mm high nr *** *** ***
AC740.3 overall size 1500 x 600 x 450mm high nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
IRONMONGERY
Hinges; as Appendix AA to Particular
Specification, Section P21
AD290.1 Type H1; size 114 x 114mm; fixed to timber door
leaf and galvanised steel door frame nr *** *** ***
AD290.2 Type H1; size 114 x 114mm; fixed to galvanised
steel nr *** *** ***
AD290.3 Type H1; size 114 x 114mm; fixed to stainless
steel nr *** *** ***
AD290.4 Type H2; size 114 x 114mm; fixed to galvanised
steel nr *** *** ***
Locks, latches and bolts; as Appendix AA to
Particular Specification, section P21
Lock cases
AD319.1 type L1; fixed to galvanised steel nr *** *** ***
AD319.2 type L1; fixed to stainless steel nr *** *** ***
AD319.3 type L2; fixed to galvanised steel nr *** *** ***
AD319.4 type L3; fixed to galvanised steel nr *** *** ***
AD319.5 type L8; fixed to timber door leaf and
galvanised steel door frame nr *** *** ***
AD319.6 type L8; fixed to galvanised steel nr *** *** ***
AD319.7 type L8; fixed to stainless steel nr *** *** ***
Bolts
AD339.1 type FB1; fixed to galvanised steel nr *** *** ***
AD339.2 type FB1; fixed to stainless steel nr *** *** ***
Panic bolt
AD339.3 type ED2; fixed to galvanised steel nr *** *** ***
AD339.4 type ED2; fixed to stainless steel nr *** *** ***
AD339.5 type ED3; fixed to galvanised steel nr *** *** ***
AD339.6 type ED3; fixed to stainless steel nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/9 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
IRONMONGERY
Closers and selectors; as Appendix AA to
Particular Specification, section P21
Door closers
AD490.1 type CL1; fixed to timber door leaf and
galvanised steel door frame nr *** *** ***
AD490.2 type CL1; fixed to galvanised steel nr *** *** ***
AD490.3 type CL1; fixed to stainless steel nr *** *** ***
AD490.4 type CL1A; fixed to timber door leaf and
galvanised steel door frame nr *** *** ***
AD490.5 type CL1A; fixed to galvanised steel nr *** *** ***
AD490.6 type CL1A; fixed to stainless steel nr *** *** ***
AD490.7 type CL2A; fixed to galvanised steel nr *** *** ***
AD490.8 type CL3; fixed to galvanised steel nr *** *** ***
Handles with backplates; as Appendix AA to
Particular Specification, section P21
Pull handles
AD520.1 type PH1; with 300 x 100 x 1.6mm backplates;
fixed to timber nr *** *** ***
AD520.2 type PH1; with 300 x 100 x 1.6mm backplates;
fixed to galvanised steel nr *** *** ***
AD520.3 type PH1; with 300 x 100 x 1.6mm backplates;
fixed to stainless steel nr *** *** ***
Push plates; as Appendix AA to Particular
Specification, section P21
AD600.1 Type PP1; 300 x 100 x 1.6mm thick; fixed to
timber nr *** *** ***
AD600.2 Type PP1; 300 x 100 x 1.6mm thick; fixed to
galvanised steel nr *** *** ***
AD600.3 Type PP1; 300 x 100 x 1.6mm thick; fixed to
stainless Steel nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/10 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
IRONMONGERY
Kick plates; as Appendix AA to Particular
Specification, Section P21
AD700.1 Type K1; 765 x 200 x 1.6mm thick; fixed to
timber nr *** *** ***
AD700.2 Type K1; 890 x 200 x 1.6mm thick; fixed to
timber nr *** *** ***
AD700.3 Type K1; 765 x 200 x 1.6mm thick; fixed to
galvanised steel nr *** *** ***
AD700.4 Type K1; 890 x 200 x 1.6mm thick; fixed to
galvanised steel nr *** *** ***
AD700.5 Type K1; 1340 x 200 x 1.6mm thick; fixed to
galvanised steel nr *** *** ***
AD700.6 Type K1; 820 x 200 x 1.6mm thick; fixed to
stainless steel nr *** *** ***
AD700.7 Type K1; 1050 x 200 x 1.6mm thick; fixed to
stainless steel nr *** *** ***
Accessories; as Appendix AA to Particular
Specification, section P21
Door stops
AD810.1 type ST1; fixed to timber door leaf and concrete
floor nr *** *** ***
AD810.2 type ST1; fixed to galvanised steel door leaf
and concrete floor nr *** *** ***
AD810.3 type ST1; fixed to stainless steel door leaf and
concrete floor nr *** *** ***
Wall bumper
AD840.1 type ST2; fixed to timber door leaf and concrete
wall nr *** *** ***
AD840.2 type ST2; fixed to galvanised steel door leaf
and concrete wall nr *** *** ***
AD840.3 type ST2; fixed to stainless steel door leaf and
concrete wall nr *** *** ***
Grab rail bar
AD890.1 type GR; fixed to galvanised steel nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/11 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
IRONMONGERY
Accessories; as Appendix AA to Particular
Specification, section P21 (Cont'd)
Gasket
AD890.2 type AS1 nr *** *** ***
AD890.3 type AS2 nr *** *** ***
Threshold
AD890.4 type T1; fixed to galvanised steel nr *** *** ***
AD890.5 type T1; fixed to stainless steel nr *** *** ***
Dust proof strike
AD890.6 type ECS nr *** *** ***
Co-ordinator
AD890.7 type DC1 nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/12 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
METAL DOORS AND FRAMES
Non-fire rated doors and frames as Appendix AA
to Particular Specification, Section L20
Galvanised steel with polyester powder coated
finish; door type 01C; door frame width 210mm
(max.); head and jamb type A
AE100.1 1350mm width x 2250mm high nr *** *** ***
Galvanised steel with polyester powder coated
finish; door type 06; door frame width 210mm
(max.); head and jamb type A
AE100.2 1700mm width x 2150mm high nr *** *** ***
Stainless steel with hairline finish; door type
01; door frame width 210mm (max.); head and jamb
type E+G
AE110.1 1210mm width x 2150mm high nr *** *** ***
Stainless steel with hairline finish; door type
01C; door frame width 210mm (max.); head and
jamb type E
AE110.2 1210mm width x 2150mm high nr *** *** ***
Stainless steel with hairline finish; door type
06; door frame width 210mm (max.); head and jamb
type E+G
AE110.3 1810mm width x 2150mm high nr *** *** ***
Stainless steel with hairline finish; door type
06; door frame width 210mm (max.); head and jamb
type F+G
AE110.4 1810mm width x 2150mm high nr *** *** ***
Stainless steel with hairline finish; door type
06C; door frame width 210mm (max.); head and
jamb type H
AE110.5 1810mm width x 2150mm high nr *** *** ***
Stainless steel with hairline finish; door type
07; door frame width 210mm (max.); head and
jamb type E+G
AE110.6 1810mm width x 2150mm high; with 200 x 800mm
vision panels nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/13 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
METAL DOORS AND FRAMES
Non-fire rated doors and frames
as Appendix AA to Particular
Specification, section L20
(Cont'd)
Stainless steel with hairline
finish; door type 07; door frame
width 210mm (max.); head and jamb
type F+G
AE110.7 1810mm width x 2150mm high; with
200 x 800mm vision panels nr *** *** ***
Stainless steel with hairline
finish; door type 07; door frame
width 210mm (max.); head and
jamb type H
AE110.8 1810mm width x 2150mm high; with
200 x 800mm vision panels nr *** *** ***
Galvanised steel with paint
finish; door type 01A; door frame
width 210mm (max.); head and jamb
type A
AE120.1 1050mm width x 2150mm high nr *** *** ***
Galvanised steel with paint
finish; door type 01C; door frame
width 210mm (max.); head and jamb
type A
AE120.2 1050mm width x 2150mm high nr *** *** ***
Galvanised steel with paint
finish; door type 06; door frame
width 210mm (max.); head and jamb
type A
AE120.3 1050mm width x 2150mm high nr *** *** ***
AE120.4 1650mm width x 2150mm high nr *** *** ***
Galvanised steel with paint
finish; door type 07; door frame
width 210mm (max.); head and jamb
type A
AE120.5 1650mm width x 2150mm high; with
200 x 800mm vision panels nr *** *** ***
AE120.6 1700mm width x 2150mm high; with
200 x 800mm vision panels nr *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/14 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
METAL DOORS AND FRAMES
One hour fire rated doors and
frames; as Appendix AA to Particular
Specification, section L20
Stainless steel with hairline
finish; door type 01C; door frame
width 210mm (max.); head and jamb
type F+G
AF310.1 1210mm width x 2150mm high nr *** *** ***
Stainless steel with hairline
finish; door type 07; door frame
width 210mm (max.); head and jamb
type E+G
AF310.2 1050mm width x 2150mm high nr *** *** ***
AF310.3 1700mm width x 2150mm high; with
200 x 800mm vision panels nr *** *** ***
AF310.4 1810mm width x 2150mm high; with
200 x 800mm vision panels nr *** *** ***
Stainless steel with hairline
finish; door type 07; door frame
width 210mm (max.); head and jamb
type H
AF310.5 1810mm width x 2150mm high; with
200 x 800mm vision panels nr *** *** ***
Galvanised steel with paint finish;
door type 01; door frame width 210mm
(max.); head and jamb type A
AF320.1 750mm width x 2000mm high nr *** *** ***
AF320.2 1350mm width x 2150mm high nr *** *** ***
Galvanised steel with paint finish;
door type 01A; door frame width
210mm (max.); head and jamb type A
AF320.3 950mm width x 2150mm high nr *** *** ***
AF320.4 1050mm width x 2150mm high nr *** *** ***
Galvanised steel with paint finish;
door type 01C; door frame width
210mm (max.); head and jamb type A
AF320.5 1050mm width x 2150mm high nr *** *** ***
AF320.6 1350mm width x 2150mm high nr *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/15 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
METAL DOORS AND FRAMES
One hour fire rated doors and
frames; as Appendix AA to Particular
Specification, section L20 (Cont'd)
Galvanised steel with paint finish;
door type 02; door frame width 210mm
(max.); head and jamb type A
AF320.7 1050mm width x 2150mm high; with
200 x 800mm vision panels nr *** *** ***
Galvanised steel with paint finish;
door type 07; door frame width 210mm
(max.); head and jamb type A
AF320.8 1400mm width x 2150mm high; with
200 x 800mm vision panels nr *** *** ***
AF320.9 1550mm width x 2150mm high; with
200 x 800mm vision panels nr *** *** ***
AF320.10 1700mm width x 2150mm high nr *** *** ***
AF320.11 1700mm width x 2150mm high; with
200 x 800mm vision panels nr *** *** ***
METAL SHUTTERS; WINDOWS AND
LOUVRES
Shutters
Non-fire rated glazed panels
shutters; electrical operating
system; sliding type; with exposed
key switch boxes mounted on both
sides of shutter; as Appendix AA to
Particular Specification, section
L20 and Drawing nr
LCC300/31/A24/801-803
AF129.1 polycarbonate with paint finish;
recessed rail; reverse hood (fixed
outside room); approximate size 5400
x 1390mm high nr *** *** ***
AF129.2 polycarbonate with paint finish;
recessed rail; reverse hood (fixed
outside room); approximate size 8640
x 1390mm high nr *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/16 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
METAL SHUTTERS, WINDOWS AND
LOUVRES
Shutters (Cont'd)
Two hours fire rated slat shutters;
electrical operating system; drop
down type; with exposed key switch
boxes mounted on both side of
shutter; as Appendix AA to
Particular Specification, section
L20 and Drawing nr
LCC300/31/A24/801-803
AF141.1 stainless steel; recessed rail;
standard hood (fixed above ceiling);
smoke resistant; with smoke/heat
detector activated; approximate size
16800 x 4300mm high nr *** *** ***
AF141.2 stainless steel; recessed rail;
standard hood (fixed above ceiling);
smoke resistant; with smoke/heat
detector activated; approximate size
16800 x 4700mm high nr *** *** ***
AF141.3 stainless steel; recessed rail;
standard hood (fixed above ceiling);
smoke resistant; typhoon resistant;
with smoke/heat detector activated;
approximate size 11000 x 4740mm high nr *** *** ***
Two hours fire rated smoke curtain;
electrically operated; fixed to
concrete soffits; including all
necessary steel hoods and frames; as
Appendix AA to Particular
Specification, section L20 and
Drawing nr LCC300/31/A25/102
AF141.4 stainless steel; approximate size
4050 x 4000mm high nr *** *** ***
AF141.5 stainless steel; approximate size
12900 x 4000mm high nr *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/17 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
METAL SHUTTERS, WINDOWS AND
LOUVRES
Smoke curtain; drop down
to 2400mm above floor flash level
as Drawing LCC300/31/A04/512
AF199.1 1800 x 4335mm long nr *** *** ***
AF199.2 3600 x 4335mm long nr *** *** ***
AF199.3 4000 x 4335mm long nr *** *** ***
AF199.4 4800 x 4335mm long nr *** *** ***
AF199.5 5000 x 4335mm long nr *** *** ***
AF199.6 5140 x 4335mm long nr *** *** ***
AF199.7 5350 x 4335mm long nr *** *** ***
AF199.8 6000 x 4335mm long nr *** *** ***
Louvres
Internal louvre with insect mesh;
weatherproofed; including framing,
master sealants, waterproofing
grouting, approved expanded metal
lath/plaster stop and all other
fixing accessories and support; as
Appendix AA to Particular
Specification, section L15 and
Drawing nr LCC300/31/A24/901 and
LCC300/31/A40/458
AF309 PVF2 coated aluminium; overall
size 450 x 450mm high nr *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF3.1/18 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
METAL CLADDING
System metal cladding
Vitreous enamelled steel panels;
150mm (overall depth including
fixings) thick; on anti-drumming
backing board with vapour control
layer; including all joints, cover
plates (colour matched) sealants and
all other necessary fixing
accessories and supports; as
Appendix AA to Particular
Specification, section H31 M63 and
Drawing nr
LCC300/31/A20/001-007, 010-013
AG111.1 walls and attached columns; not
exceeding 1.0m2 m2 *** *** ***
AG111.2 walls and attached columns;
circular; not exceeding 1.0m2 m2 *** *** ***
AG111.3 walls and attached columns;
circular; 1.0-1.5m2 m2 *** *** ***
AG111.4 walls and attached columns; 1.5-
2.0m2 m2 *** *** ***
AG112.1 isolated columns; not exceeding
1.0m2 m2 *** *** ***
AG112.2 isolated columns; circular; not
exceeding 1.0m2 m2 *** *** ***
AG112.3 isolated column; circular; 1.0-1.5m2 m2 *** *** ***
AG112.4 isolated column; 1.5-2.0m2 m2 *** *** ***
AG112.5 isolated column; circular; 1.5-2.0m2 m2 *** *** ***
AG112.6 isolated column; 2.0-2.5m2 m2 *** *** ***
AG112.7 isolated column; circular;
2.0-2.5m2 m2 *** *** ***
AG112.8 isolated column; 3000 x 1640mm m2 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 October 2002 LSF3.1/19 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
METAL CLADDING
System metal cladding (Cont'd)
Vitreous enamelled steel panels;
150mm (overall depth including
fixings) thick; on anti-drumming
backing board; with vapour control
layer; including all joints,
sealants cover plates (colour
matched) and all other necessary
fixing accessories and supports; as
Appendix AA to Particular
Specification, section H31 M63 and
Drawing nr LCC300/31/A20/001-007,
010-013
AG119 cornice; approximate size 250 x
300mm high m *** *** ***
Stainless steel; hairline finish;
150mm (overall) thick; on
anti-drumming backing board with
vapour control layer; consisting 3mm
hairline finished stainless steel
sheet honeycomb layer; sealants and
all other necessary fixing
accessories and supports; general
size
AG141 walls and attached column m2 *** *** ***
Aluminium; polyvinylidene (PVF2); 3
coat Kynar 500 panels; 150mm thick
(overall); on anti-drumming backing
board with vapour control layer;
consisting 1.2mm decarbonized steel
sheet; 2mm thick hexagon aluminium
honeycomb with 0.5mm thick colour
coated steel sheet; including
sealants and all other necessary
fixing accessories and supports; as
Appendix AA to Particular
Specification, section H31
AG161.1 walls and attached columns; not
exceeding 1.0m2 m2 *** *** ***
AG161.2 walls and attached columns;
circular; not exceeding 1.0m2 m2 *** *** ***
AG161.3 walls and attached columns;
1.0-1.5m2 m2 *** *** ***
AG161.4 walls and attached columns;
circular; 1.0-1.5m2 m2 *** *** ***
AG161.5 walls and attached columns;
1.5-2.0m2 m2 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 October 2002 LSF3.1/20 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
METAL CLADDING
System metal cladding (Cont'd)
Aluminium; polyvinylidene (PVF2); 3
coat Kynar 500 panels; 150mm thick
(overall); on anti-drumming backing
board with vapour control layer;
consisting of 1.2mm decarbonized
steel sheet; 2mm thick hexagon
aluminium honeycomb with 0.5mm thick
colour coated steel sheet; including
sealants and all other necessary
fixing accessories and supports; as
Appendix AA to Particular
Specification, section H31 (Cont'd)
AG151.6 walls and attached columns;
2.5-3.0m2 m2 *** *** ***
AG151.7 walls and attached columns; 2400 x
1400mm m2 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/21 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
SPECIALIST ARCHITECTURAL METALWORK
Metal access panel doors
AH100 Demountable access panel; size
3600 x 4000mm nr *** *** ***
Metal fire hose reel cabinets
AH200 Hose reel cabinet door; piano
hinged; including stainless steel
collar surround fixed to
reinforced concrete blockout
opening with galvanised mild steel
fixing lugs; 8mm (minimum)
tempered glass front door; size
1190 x 860mm high x 150mm thick;
all associated ironmongery; as
Drawing nr LCC300/31/A24/301 nr *** *** ***
Metalwork to counters
AH400 Custom observation counter;
overall size 3628 x 2720 x 2600mm
high; including 1350mm high
stainless steel cladding, 1000mm
high 10mm thick butt joint
tempered glass screen with 200mm
wide frosted film backing;
complete including but not limited
to framing stainless steel
swing door; 600mm x 600mm vinyl
floor tile raised floor; grab
rail; stainless steps and
skirting; working bench; as
Drawing nr LCC300/31/A60/034-035 nr *** *** ***
Metal raised access floors
AH500 600 x 600mm wide cementitious core
fully encapsulated panels including
carpet tile; pedestal assembly; as
Appendix AA to Particular
Specification, section K41 and
Drawing nr LCC300/31/A30/020 m2 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/22 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
SPECIALIST ARCHITECTURAL METALWORK
Metal barriers
AH610 Stainless steel parapet to roof edge m *** *** ***
AH620.1 Access gate; type T5F; stainless
steel; with glass infill panel; size
1100 x 1050mm high from finished
floor level; including concealed
base plate and fixing accessories;
as Drawing nr LCC300/31/A60/120,
121, 131 nr *** *** ***
AH620.2 Access gate; type T5H2; stainless
steel; with glass infill panel; size
900 x 1050mm high from finished
floor level; including concealed
base plate and fixing accessories;
as Drawing nr LCC300/31/A60/120,
121, 131 nr *** *** ***
AH620.3 Access gate; type T5H3; stainless
steel; with glass infill panel; size
950 x 1050mm high from finished
floor level; including concealed
base plate and fixing accessories;
as Drawing nr LCC300/31/A60/120,
121, 131 nr *** *** ***
AH620.4 Access gate; type T5H4; stainless
steel; with glass infill panel; size
1100 x 1050mm high from finished
floor level; including concealed
base plate and fixing accessories;
as Drawing nr LCC300/31/A60/120,
121, 131 nr *** *** ***
AH620.5 Access gate; type T5L; stainless
steel; with glass infill panel; size
2200 x 1050mm high from finished
floor level; including concealed
base plate and fixing accessories;
as Drawing nr LCC300/31/A60/120,
121, 131 nr *** *** ***
AH620.6 Access gate; at immigration
counter type 1; stainless
steel; with glass infill panel;
size 1010 x 1050mm high from
finished floor level; including
concealed base plate and fixing
accessories; as Drawing nr
LCC300/31/A60/002, 009, 011-015 nr *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.2 : 28 October 2002 LSF3.1/23 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
SPECIALIST ARCHITECTURAL METALWORK
Metal barriers (Cont'd)
AH620.7 Access gate; at immigration counter
type 2; stainless steel; with glass
infill panel; size 1050 x 1050mm
high from finished floor level;
including concealed base plate and
fixing accessories; as Drawing nr
LCC300/31/A60/001-002, 013, 017,
018, 131 nr *** *** ***
AH690 Removable railing; type T5G;
stainless steel; approximate typical
base size 1100 x 1500mm high from
finished floor level; including
concealed base plate and fixing
accessories; as Drawing nr
LCC300/31/A60/120, 131 nr *** *** ***
Balustrades
Glass balustrade; type T5A; in fully
tempered and heat soaked toughened
safety glass; with ground edges and
railing; as Appendix AA to
Particular Specification, section
L30 and Drawing nr
LCC300/31/A60/120, 130
AH710.1 typical bay size 1800 x 1050mm high
above finished floor level;
including 12mm thick glass panes;
stainless steel frames, stanchions,
concealed base plates and all other
necessary accessories m *** *** ***
Glass balustrade; type T5B; in fully
tempered and heat soaked toughened
safety glass; with ground edges and
railing; as Appendix AA to
Particular Specification, section
L30 and Drawing nr
LCC300/31/A60/120, 130
AH710.2 typical bay size 1800 x 1500mm high
above finish floor level; including
12mm thick glass; stainless steel
frame, stanchions, concealed base
plates and all other necessary
accessories m *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/24 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
SPECIALIST ARCHITECTURAL METALWORK
Balustrades (Cont'd)
Glass balustrade; type T5C; at
escalator or public stair void; in
fully tempered and heat soaked
toughened safety glass; with ground
edges and railing; as Appendix AA to
Particular Specification, section
L30 and Drawing nr
LCC300/31/A60/120, 122, 130
AH710.3 typical bay size 1800 x 1050mm high
above finished floor level;
including 12mm thick tempered glass
panes; stainless steel railing and
frames, stanchions and 450mm high
skirting plate; and all other fixing
accessories m *** *** ***
Glass balustrade; to immigration
counter type 1; in fully tempered
and heat soaked toughened safety
glass; with ground edges and
railing; as Appendix AA to
Particular Specification, section
L30 and Drawing nr LCC300/31/A60
/001, 002, 011, 017, 018, 121, 130
AH710.4 typical bay size 580 x 1050mm high
above finished floor level;
including 12mm thick tempered glass
panes; stainless steel railing and
frames and all other fixing
accessories m *** *** ***
AH710.5 typical bay size 870 x 1050mm high
above finished floor level;
including 12mm thick tempered glass
panes; stainless steel railing and
frames and all other fixing
accessories m *** *** ***
AH710.6 typical bay size 1840 x 1050mm high
above finished floor level;
including 12mm thick tempered glass
panes; stainless steel railing and
frames and all other fixing
accessories m *** *** ***
AH710.7 typical bay size 2495 x 1050mm high
above finished floor level;
including 12mm thick tempered glass
panes; stainless steel railing and
frames and all other fixing
accessories m *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/25 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
SPECIALIST ARCHITECTURAL METALWORK
Balustrades (Cont'd)
Glass balustrade; to immigration
counter type 2; in fully tempered
and heat soaked toughened safety
glass; with ground edges and
railing; as Appendix AA to
Particular Specification, section
L30 and Drawing nr LCC300/31/A60/
001, 002, 011, 013, 017, 018, 121,
130
AH710.8 typical bay size 100 x 1050mm high
above finished floor level;
including 12mm thick tempered glass
panes; stainless steel railing and
frames and all other fixing
accessories m *** *** ***
Glass balustrade; to immigration
counter type 2; in fully tempered
and heat soaked toughened safety
glass; with ground edges and
railing; as Appendix AA to
Particular Specification, section
L30 and Drawing nr LCC300/31/A60/
001, 002, 011, 013, 017, 018, 121,
130 (Cont'd)
AH710.9 typical bay size 1850 x 1050mm high
above finished floor level;
including 12mm thick tempered glass
panes; stainless steel railing and
frames and all other fixing
accessories m *** *** ***
AH710.10 typical bay size 1950 x 1050mm high
above finished floor level;
including 12mm thick tempered glass
panes; stainless steel railing and
frames and all other fixing
accessories m *** *** ***
Mesh balustrade; 1100mm high;
including railing; mesh; stanchion
and all necessary accessories
AH790 as Drawing nr LCC300/31/A15/201-219
except 215 m *** *** ***
Ancillaries
AH890.1 Fire hose reel modules; type T9B;
overall size 1140 x 650 x 2400mm
high; on 150mm thick concrete plinth
(measured separately); as Drawing nr
LCC300/31/A60/301-302 nr *** *** ***
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To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 October 2002 LSF3.1/26 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
SPECIALIST ARCHITECTURAL METALWORK
Ancillaries (Cont'd)
AH890.2 Stainless steel step with anti-slip
strip; size 1210 x 240mm nr *** *** ***
AH890.3 Stainless steel feature moulding;
stainless steel; grade 4; 3mm thick;
hairline finish; fixed to stainless
steel shims and bolts; to reinforced
concrete wall; as Appendix AA to
Particular Specification,
section H75; Drawing nr
LCC300/31/A24/901 m *** *** ***
AH890.4 Stainless steel framed fire services
inlet door; with 6mm wired toughened
glass panel; as Drawing nr
LCC300/31/A24/305 nr *** *** ***
AH890.5 Foot rest protection bar to column
counter; 50mm stainless steel CHS;
circular floor mounted; including
fixing accessories and cement sand
grouting at 1200mm center to center;
as Drawing nr LCC300/31/A15/190,
A60/503 m *** *** ***
AH890.6 Stainless steel sign box;
approximate size 300 x 600mm high;
as Drawing nr LCC300/31/A60/512, 516 m *** *** ***
SIGNS AND ADVERTISING PANELS
Signs
Non-illuminated; vinyl graphics as
Drawing nr. LCC300/31/A70/001
AI120.1 signs on escape doors nr *** *** ***
AI120.2 fire services signs nr *** *** ***
AI120.3 hose reel signs nr *** *** ***
AI120.4 fireman's lift light box signs nr *** *** ***
AI120.5 disabled wc signs nr *** *** ***
AI120.6 disabled toilets emergency call
signs nr *** *** ***
AI120.7 danger-electricity unauthorised
entry prohibited signs nr *** *** ***
AI120.8 FM200 signs nr *** *** ***
AI120.9 fire alarm signs nr *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 October 2002 LSF3.1/27 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL
LININGS
Walls and columns
Cement and sand (1:3) render; as
Appendix AA to Particular
Specification, section M20
AJ110.1 15 mm thick; to receive glazed
ceramic tiling m2 *** *** ***
AJ110.2 15 mm thick; to receive terrazzo
tiling m2 *** *** ***
Cement and sand (1:3) render;
waterproofed; as Architectural
Specification section 67.2
AJ110.3 15 mm thick; to wall of hose reel
cabinet m2 *** *** ***
Gypsum plaster; as Appendix AA to
Particular Specification, section
M20
AJ122.1 10 mm thick; to receive emulsion
paint m2 *** *** ***
AJ122.2 15 mm thick; to receive
anti-fungal emulsion paint m2 *** *** ***
Gypsum plaster; as Appendix AA to
Particular Specification, section
M20; to circular surfaces
AJ122.3 10 mm thick; to receive emulsion
paint m2 *** *** ***
AJ122.2 15 mm thick; to receive anti-fungal
emulsion paint m2 *** *** ***
Wall linings; as Drawing nr
LCC300/31/A24/156
AJ162.1 two hours fired board; 10 mm thick;
fixed to metal sections m2 *** *** ***
Wall linings; smoke barriers; as
Drawing nr LCC300/31/A25/101;
suspended 3.5-5.0m above ground
AJ162.2 calcium silicate fire rated board;
comprise 2 layers of 9mm 2 hours
fire rated board; sandwich thermal
insulation; fixed to structural
reinforced concrete soffits;
inclusive of G.M.S supporting
members with 2 hours fire rated
period m2 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF3.1/28 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL
LININGS
Walls and columns (Cont'd)
Wall linings; smoke barriers; as
Drawing nr LCC300/31/A25/102;
suspended 5.0-6.5m above ground
AJ162.3 calcium silicate fire rated board;
comprise 2 layers of 9mm 2 hours
fire rated board; sandwich thermal
insulation; fixed to structural
reinforced concrete soffits;
inclusive of G.M.S supporting
members with 2 hours fire rated
period m2 *** *** ***
Wall linings; downstand; suspended
3.5-5.0m above ground
AJ162.4 calcium silicate fire rated board;
comprise 2 layers of 9mm 2 hours
fire rated board; sandwich thermal
insulation; fixed to structural
reinforced concrete soffits;
inclusive of G.M.S supporting
members with 2 hours fire rated
period m2 *** *** ***
Floors
Cement and sand (1:3) render;
waterproofed; as Architectural
Specification section 67.2
AJ210 25 mm thick; to floor of hose reel
cabinet m2 *** *** ***
Cement and sand (1:3) screed; with
trowelled finish for wearing
surfaces; as Appendix AA to
Particular Specification, section
M10
AJ232.1 with steel fabric reinforcement; 50
mm thick; to receive anti-dust
sealer m2 *** *** ***
AJ232.2 with steel fabric reinforcement;
70 mm thick; to receive terrazzo
tiling m2 *** *** ***
AJ232.3 with steel fabric reinforcement;
90 mm thick; to receive
homogeneous ceramic tiling m2 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/29 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL
LININGS
Floors (Cont'd)
Cement and sand (1:3) screed; with
trowelled finish for wearing
surfaces; as Appendix AA to
Particular Specification, section
M10 (Cont'd)
AJ232.4 with steel fabric reinforcement;
100 mm thick; to receive anti-dust
sealer m2 *** *** ***
AJ232.5 with steel fabric reinforcement;
100 mm thick; to receive vinyl
floor m2 *** *** ***
Ceilings including sides and soffits
of attached beams
Cement and sand (1:3) render;
waterproofed; as Architectural
Specification section 67.2
AJ310 25 mm thick; to soffit of hose reel
cabinet m2 *** *** ***
Cement and sand (1:3) plaster; as
Architectural Specification
section 67.2
AJ321.1 15 mm thick; to receive anti-fungal
emulsion paint m2 *** *** ***
Ceilings including sides and soffits
of attached beams; 3.5 - 5m high
Cement and sand (1:3) plaster; as
Architectural Specification section
67.2
AJ321.2 15 mm thick; to receive anti-fungal
emulsion paint m2 *** *** ***
Ceilings including sides and
soffits of attached beams; 6.5 - 8m
high
Cement and sand (1:3) plaster; as
Architectural Specification section
67.2
AJ321.3 15 mm thick; to receive anti-fungal
emulsion paint m2 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/30 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL
LININGS
Stairs and steps
Cement and sand (1:3) screed; with
trowelled finish for wearing
surfaces; as Appendix AA to
Particular Specification, section
M10
AJ639 20mm thick; to receive terrazzo
tiling m2 *** *** ***
Granolithic screed; with non-slip
trowelled finish for wearing
surfaces; to cement and sand screed
surfaces; as Architectural
Specification section 67.1
AJ640 40 mm thick; to receive anti-dust
sealer m2 *** *** ***
Skirtings, ▇▇▇▇▇, channels, wall
strings, open strings, curb strings,
cornices, mouldings and the like
Cement and sand (1:3) render; as
Appendix AA to Particular
Specification, section M20
AJ710.1 15 mm thick; to receive 150 mm high
homogeneous ceramic tile skirting m *** *** ***
AJ710.2 15 mm thick; to receive 150 mm high
vinyl skirting m *** *** ***
AJ710.3 20 mm thick; to receive 150 mm high
granite stone tile skirting m *** *** ***
AJ710.4 20mm thick; to receive 150 mm high
terrazzo tile skirting m *** *** ***
Cement and sand (1:3) render; as
Appendix AA to Particular
Specification, section M20; to
circular surfaces
AJ710.5 15 mm thick; to receive 150 mm high
vinyl skirting m *** *** ***
AJ710.6 20 mm thick; to receive 150 mm high m *** *** ***
granite stone tile skirting
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/31 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
PLASTERING. RENDERING AND WALL
LININGS
Skirtings, ▇▇▇▇▇, channels, wall
Strings, open springs, curb strings,
cornices, mouldings and the like
(Cont'd)
Granolithic screed; with trowelled
finish for wearing surfaces; as
Architectural Specification
section 67.1
AJ740.1 coved at base; 25mm thick; 150 mm
high skirting; to receive anti-dust
sealer m *** *** ***
AJ740.2 25mm thick; 150 mm high skirting;
with stair gutter 150 mm wide and
5 mm deep m *** *** ***
AJ740.3 40mm thick; 60 mm high kerb with
stair gutter 150 mm wide and 5 mm
deep m *** *** ***
AJ740.4 20 mm thick stair cheek m2 *** *** ***
Granolithic screed; with trowelled
finish for wearing surfaces; as
Architectural Specification section
67.1; to circular surfaces
AJ740.5 coved at base; 25mm thick; 150 mm
high skirting; to receive anti-dust
sealer m *** *** ***
TILING
Walls and columns
Resin bonded terrazzo tiles;
mechanically fixed; as Appendix AA
to Particular Specification, section
M41
AK110.1 size 300 x 300 x 25mm thick; polish
finish m2 *** *** ***
Resin bonded terrazzo internal
corner tiles; mechanically fixed; as
Appendix AA to Particular
Specification, section M41
AK110.2 size 50 x 50 x 25mm thick; polish
finish m *** *** ***
Ceramic tiles; glazed; as Appendix
AA to Particular Specification,
section M40
AK130.1 size 147 x 147 x 7 mm thick; matt
finish m2 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/32 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
TILING
Walls and columns (Cont'd)
Ceramic external corner tiles;
glazed; as Appendix AA to Particular
Specification, section M40
AK130.2 size 50 x 50 x 7 mm thick; matt
finish m *** *** ***
Ceramic internal corner tiles;
glazed; as Appendix AA to Particular
Specification, section M40
AK130.3 size 50 x 50 x 7 mm thick; matt
finish m *** *** ***
Floors
Resin bonded terrazzo tiles; as
Appendix AA to Particular
Specification, section M41
AK210 size 598 x 598 x 30 mm thick; matt
finish m2 *** *** ***
Homogeneous ceramic tiles; unglazed;
as Appendix AA to Particular
Specification, section M40
AK230.1 size 297 x 297 x 12 mm thick;
anti-slip finish m2 *** *** ***
Floors; tactile warning strip
Homogeneous ceramic tactile tiles;
type 1; with special textured
surface; as Drawing number
LCC300/31/A30/010, 011
AK230.2 size 298 x 298 x 12 mm thick;
textured finish m2 *** *** ***
Homogeneous ceramic tactile tiles;
type 2; with special textured
surface; as Drawing number
LCC300/31/A30/010, 01l
AK230.3 size 298 x 298 x 12 mm thick;
textured finish m2 *** *** ***
Homogeneous ceramic tactile tiles;
type 3; with special textured
surface; as Drawing number
LCC300/31/A30/010, 011
AK230.4 size 298 x 298 x 12 mm thick;
textured finish m2 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/33 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
TILING
Stairs and steps
Resin bonded terrazzo tiles; as
Appendix AA to Particular
Specification, section M41
AK410 size 598 x 598 x 30 mm thick; matt
finish m2 *** *** ***
Skirtings, ▇▇▇▇▇, channels, wall
strings, open strings, curb strings,
cornices and the like
Resin bonded terrazzo tiles; as
Appendix AA to Particular
Specification, section M41
AK510.1 coved; 25mm thick; 150mm high
skirting; matt finish m *** *** ***
AK510.2 coved; 25mm thick; 150mm high
skirting; matt finish; to form
external angle nr *** *** ***
AK510.3 coved; 25mm thick; 150mm high
skirting; matt finish; to form
internal angle nr *** *** ***
Homogeneous ceramic tiles; unglazed;
as Appendix AA to Particular
Specification, section M40
AK530.1 coved; 9mm thick; 150 mm high
skirting m *** *** ***
AK530.2 coved; 9mm thick; 150 mm high
skirting; to form external angle nr *** *** ***
AK530.3 coved; 9mm thick; 150 mm high
skirting; to form internal angle nr *** *** ***
Pre-formed granite tiles; "L"
shaped; factory bonded; as Appendix
AA to Particular Specification,
section M40
AK590.1 coved; 25mm thick; 150mm high
skirting; polished finish m *** *** ***
Pre-formed granite skirting tiles;
"L" shaped; factory bonded; as
Appendix AA to Particular
Specification, section M40; to
circular surfaces
AK590.2 coved; 25mm thick; 150mm high
skirting; polished finish m *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/34 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
TILING
Sundries
Proprietary carborondom slip
resistant nosing
AK810 50mm wide; mechanically fixed to
treads; fixing allow future
installation of replacement
nosings; as drawing nr
LCC300/31/A15/270-272 m *** *** ***
FLEXIBLE SHEETING AND ROLLS
Floors
Sheeting and rolls; as Appendix
AA to Particular Specification,
section M50
AL111 3mm thick vinyl m2 *** *** ***
Skirtings, ▇▇▇▇▇, channels, wall
strings, open strings, curb strings
and the like
Coved resilient sheeting; as
Appendix AA to Particular
Specification, section M50
AL391.1 3mm thick vinyl; 150mm high
skirting m *** *** ***
Coved resilient sheeting; as
Appendix AA to Particular
Specification, section M50;to
circular surfaces
AL391.2 3mm thick vinyl; 150mm high skirting m *** *** ***
CEILING SYSTEMS
Lay-in mineral fibre tile; type 12;
with rectangular edge; moisture
resistant; 600 x 600mm wide; with
scrubbable vinyl plastic paint
finish; exposed aluminium 24mm tee
grid system with powder coated
finish; to reinforced concrete
structural soffit; threaded hanger
rods; as Appendix AA to Particular
Specification, section K40
Depth of suspension: 4000 - 4500 mm
AM130 25 mm thick m2 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/35 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
CEILING SYSTEMS
Perforated G.M.S. metal panel; type
1; 2200 x 595mm wide; require 12%
penetration with minimum 20mm hole
size; with powder coated finish;
proprietary fixing grid system or
similar to be approved by the
Engineer; all fittings to be
external grade and draining; to
reinforced concrete structural
soffit; suspended 3.5m - 5m above
ground; 10mm G.M.S. rod hangers; as
Appendix AA to Particular
Specification, section K40
Depth of suspension: 1500 - 2000 mm
AM330.1 1.2 mm thick m2 *** *** ***
Depth of suspension: 2000 - 2500 mm
AM330.2 1.2 mm thick m2 *** *** ***
Depth of suspension: 2500 - 3000 mm
AM330.3 1.2 mm thick m2 *** *** ***
Perforated G.M.S. metal panel; type
1; nominally 2200 x 595mm wide;
require 12% penetration with minimum
20mm hole size; with powder coated
finish; proprietary fixing grid
system or similar to be approved by
the Engineer; all fittings to be
external grade and self draining; to
reinforced structural soffit;
suspended 5m - 6.5m above ground;
10mm G.M.S. rod hangers; as Appendix
AA to Particular Specification,
section K40
Depth of suspension: 1000 - 1500 mm
AM330.4 1.2 mm thick m2 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/36 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
CEILING SYSTEMS
Perforated G.M.S. metal panel; type
5; 1200 x 1000mm wide; require 12%
penetration with minimum 20mm hole
size; with powder coated finish;
lock rail fixing grid system or
similar to be approved by the
Engineer and al1 of external grade
with typhoon locks; suspended on
structural steel frame of skylight;
suspended 8m - 9.5m above ground;
10mm G.M.S. rod hangers; as Appendix
AA to Appendix AA to Particular
Specification, section K40
Depth of suspension: 1000 - 1500 mm
AM330.5 1.2 mm thick m2 *** *** ***
Un-perforated aluminium metal panel;
type 4A; 1650 x 800mm wide; with
PVF2 finish; black sheathing felt
backing; proprietary fixing grid
system or similar to be approved by
the Engineer; all fittings to be
external grade and self draining; to
reinforced concrete structural
soffit; suspended 3.5 - 5m above
ground; 10mm stainless steel rod
hangers; as Appendix AA to
Particular Specification, section
K40
Depth of suspension: 1500 - 2000mm
AM330.6 3 mm thick m2 *** *** ***
Perforated G.M.S. metal panel; type
1; 2200 x 595mm wide; require 12%
penetration with minimum 20mm hole
size; with powder coated finish;
proprietary fixing grid system or
similar to be approved by the
Engineer; all fittings to be
external grade and self draining;
suspended 3.5m - 5m above ground; as
Appendix AA to Particular
Specification, section K40
Bulkhead
AM350 1.2 mm thick m2 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/37 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
CEILING SYSTEMS
Double layer suspended ceiling; type
14; durasteel metal ceiling as top
layer; size and fixings to
manufacturer's instruction; finish
to the approval of the Engineer;
grid type to be approved by the
Engineer; to reinforced concrete
structural soffit; hangers to be
recommended by the manufacturers;
acoustic mineral fibre tile as bottom
layer; with rectangular edge; 600 x
600 mm wide; with matt finish with
surface pores of random pattern to
the approval of Engineer; exposed
aluminium 24 mm tee grid system with
powder coated finish; suspended on
frame of durasteel metal ceiling;
threaded hangers rods; as Appendix
AA to Particular Specification,
section K40
Depth of suspension: 4000 - 4500 mm
AM930.1 top layer 6 mm thick and bottom
layer 25 mm thick; 2 hours fire
rating m2 *** *** ***
Double layer suspended ceiling; type
14A; durasteel metal ceiling as top
layer; size and fixings to
manufacturer's instruction; finish
to the approval of the Engineer;
grid type to be approved by the
Engineer; to reinforced concrete
structural soffit; hangers to be
recommended by the manufacturers;
perforated G.M.S. metal panel as
bottom layer; 595 x 595mm wide;
require 25% penetration with minimum
20mm hole size; with powder coated
finish; proprietary fixing grid
system or similar to be approved by
the Engineer; all fittings to be
external grade and self-draining;
suspended on frame of durasteel
metal ceiling; 10mm G.M.S. rod
hangers; as Appendix AA to
Particular Specification, section
K40
Depth of suspension: 4000 - 4500 mm
AM930.2 top layer 6 mm thick and bottom
layer 1.2 mm thick; 2 hours fire
rating m2 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/38 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
SANITARY ACCESSORIES
AN100 Paper hand towel dispensers; T7J;
stainless steel; fixed to concrete
block wall nr *** *** ***
AN300 Electric hand dryers; T7H; fixed to
concrete block wall nr *** *** ***
AN400.1 Toilet roll holders; stainless steel
fixed to concrete block wall nr *** *** ***
AN400.2 Toilet roll holders; fixed to
reinforced concrete wall nr *** *** ***
AN600.1 Soap dispensers; stainless steel
surface; fixed to concrete block
wall nr *** *** ***
AN600.2 Soap dispensers; stainless steel
surface; counter top mounted nr *** *** ***
AN900.1 Folding handrail; stainless steel;
32mm diameter; 2mm (min) thick;
700mm long; including base plate and
all other necessary accessories; as
Drawing nr LCC300/31/A16/001 nr *** *** ***
AN900.2 Grab rail; stainless steel; 32mm
diameter; 2mm (min) thick; 600mm
long; including 80mm diameter x 30mm
thick stainless steel flange; to
reinforced concrete walls; as
Drawing nr LCC300/31/A16/001 nr *** *** ***
AN900.3 Waste bins; fixed to reinforced
concrete wall nr *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF3.1/39 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
SANITARY ACCESSORIES
AN900.4 Waste bins; fixed to concrete block
wall nr *** *** ***
AN900.5 Stainless steel hook; fixed to
concrete blockwall; as Drawing nr
LCC300/31/A40/901 nr *** *** ***
AN900.6 Urinal divider; vitreous clay; type
U4L1 nr *** *** ***
GLASS ▇▇▇▇▇▇▇ AND SPECIALIST GLAZING
Unframed glass screens at level 1
Clear glass; 2 hour fire rated; 25mm
thick sealant joint; fixed to
stainless steel frame
AQ210 size of typical bay 1200 x 2400mm
high m2 *** *** ***
Framed glass screens at level 1 and
2
Framing; stainless steel; hairline
finish; as Appendix AA to Particular
Specification, section L10 and
Drawing nr LCC300/31/A60/501-506
AQ410.1 size of typical bay 675 x 3000mm
high m2 *** *** ***
AQ410.2 size of typical bay 1175x 3000mm
high m2 *** *** ***
AQ410.3 size of typical bay 1200x 3000mm
high m2 *** *** ***
AQ410.4 size of typical bay 1275 x 3000mm
high m2 *** *** ***
AQ410.5 size of typical bay 2400 x 3000mm
high m2 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/40 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
GLASS ▇▇▇▇▇▇▇ AND SPECIALIST GLAZING
Framed glass screens
Framing; stainless steel; two hours
fire rated; as Appendix AA to
Particular Specification, section
L10 and Drawing nr LCC300/31/A40/411
AQ410.6 size of typical bay 1200 x 2140mm
high m2 *** *** ***
Structural sealant concealed
framing; stainless steel; as
Appendix AA to Particular
Specification, section L10 and
Drawing nr LCC300/31/A40/426
AQ410.7 size of typical bay 1200 x 1440mm
high m2 *** *** ***
AQ410.8 size of typical bay 1200 x 1440mm
high; with one talking opening m2 *** *** ***
AQ410.9 size of typical bay 2100 x 1440mm
high; with 90 degrees turning angle m2 *** *** ***
Framed glass screens at level 1 and
2
Opaque tempered glass; 12mm thick; 2
hours fire rated; butt joint; fixed
to stainless steel frame; as
Appendix AA to Particular
Specification, section L10 and
Drawing nr LCC300/31/A60/501-506
AQ420.1 size of typical bay 675 x 3000mm
high m2 *** *** ***
AQ420.2 size of typical bay 1175 x 3000mm
high m2 *** *** ***
AQ420.3 size of typical bay 1200 x 3000mm
high m2 *** *** ***
AQ420.4 size of typical bay 1275 x 3000mm
high m2 *** *** ***
AQ420.5 size of typical bay 2400 x 3000mm
high m2 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF3.1/41 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$
------------------------------------------------------------------------------------------
GLASS ▇▇▇▇▇▇▇ AND SPECIALIST
GLAZING
Framed glass screens
Clear toughened laminated glass;
12mm thick; 2 hours fire rated; with
260mm high silk screen printing
zone; as Appendix AA to Particular
Specification, section L40 and
Drawing nr LCC300/31/A23/001, 002
AQ420.6 fixed to stainless steel framing;
size of typical bay 1200 x 2140mm
high m2 *** *** ***
Clear toughened laminated glass;
12mm thick; as Appendix AA to
Particular Specification, section
L40 and Drawing nr
LCC300/31/A23/001, 002
AQ420.7 fixed to stainless steel framing;
size of typical bay 900 x 1440mm
high m2 *** *** ***
AQ420.8 fixed to stainless steel framing;
size of typical bay 1200 x 1440mm
high m2 *** *** ***
AQ420.9 fixed to stainless steel framing;
size of typical bay 1200 x 1440mm
high; with opening 400 x 285mm high m2 *** *** ***
Glass doors
Sliding door; opaque tempered glass;
12mm thick; fixed to stainless steel
(hairline finish) frame at top; as
Appendix AA to Particular
Specification, section L10 and
Drawing nr LCC300/31/A60/501-503
AQ600.1 size 2400 x 3000mm high nr *** *** ***
Double swing glass door; opaque
tempered glass; 2 hr fire rated;
12mm thick; fixed to stainless steel
(hairline finish) frame at top;
including all associated
ironmongery; as Appendix AA to
Particular Specification, section
L10 and Drawing nr LCC300/31/A60/504
AQ600.2 size 2400 x 3000mm high nr *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/42 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$
------------------------------------------------------------------------------------------
GENERAL GLAZING
Mirrors
AS500.1 Mirror; stainless steel; 6mm
thick; 450 x 900mm high; vandal
resistant; mounted to wall;
including fixing bolt nr *** *** ***
Glass mirror; 6mm thick; with 18mm
thick backing board (marine
quality); stainless steel angle
frame; including 18mm long
countersunk stainless steel screw,
sealant and sealing tape; as Drawing
nr LCC300/31/A60/407
AS500.2 size 1250 x 900mm high nr *** *** ***
AS500.3 size 1400 x 900mm high nr *** *** ***
AS500.4 size 1500 x 900mm high nr *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/43 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Stand-alone emergency stop plunger
be "sum", with Quantity and Rate
columns entered with "N/A".
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/44 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0: 26 April 2002 LSF3.1/45 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSF3.1
: Government Accommodation - ABWF
Page No. LSF3.1/1 ***
Page No. LSF3.1/2 ***
Page No. LSF3.1/3 ***
Page No. LSF3.1/4 ***
Page No. LSF3.1/5 ***
Page No. LSF3.1/6 ***
Page No. LSF3.1/7 ***
Page No. LSF3.1/8 ***
Page No. LSF3.1/9 ***
Page No. LSF3.1/10 ***
Page No. LSF3.1/11 ***
Page No. LSF3.1/12 ***
Page No. LSF3.1/13 ***
Page No. LSF3.1/14 ***
Page No. LSF3.1/15 ***
Page No. LSF3.1/16 ***
Page No. LSF3.1/17 ***
Page No. LSF3.1/18 ***
Page No. LSF3.1/19 ***
Page No. LSF3.1/20 ***
Page No. LSF3.1/21 ***
Page No. LSF3.1/22 ***
Page No. LSF3.1/23 ***
Page No. LSF3.1/24 ***
Page No. LSF3.1/25 ***
Page No. LSF3.1/26 ***
Page No. LSF3.1/27 ***
Page No. LSF3.1/28 ***
Page No. LSF3.1/29 ***
------------------------------------------------
Carried Forward ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.1 F3.1 : Government Accommodation - ABWF
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSF3.1
: Government Accommodation - ABWF
Brought Forward
Page No. LSF3.1/30 ***
Page No. LSF3.1/31 ***
Page No. LSF3.1/32 ***
Page No. LSF3.1/33 ***
Page No. LSF3.1/34 ***
Page No. LSF3.1/35 ***
Page No. LSF3.1/36 ***
Page No. LSF3.1/37 ***
Page No. LSF3.1/38 ***
Page No. LSF3.1/39 ***
Page No. LSF3.1/40 ***
Page No. LSF3.1/41 ***
Page No. LSF3.1/42 ***
Page No. LSF3.1/43 ***
Page No. LSF3.1/44 ***
Page No. LSF3.1/45 ***
------------------------------------------------
Total of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.1/COL/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.2 F3.2 : Government Accommodation - Plant Rooms
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
PRECAST CONCRETE
Lintels; concrete class 40/20
H809.1 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇▇▇ x 200mm
depth; 73 kg per metre m *** *** ***
H809.2 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇▇▇ x 200mm
depth; 75 kg per metre m *** *** ***
STRUCTURAL METALWORK
Fabrication of members for frame;
weldable structural steel to Grade
43A to BS 4360
Columns; 120 x 120 x 8mm thick
rectangular hollow sections
M311 straight on plan t *** *** ***
Plates or flats; 250 x 150 x 10mm
M391.1 straight on plan t *** *** ***
Brackets; 150 x 90 x 10mm
M391.2 straight on plan t *** *** ***
Cap plates; 120 x 120 x 3mm
M391.3 straight on plan t *** *** ***
Erection of members for frames;
weldable structural steel
Grade 43A to BS 4360
M620 Permanent erection t *** *** ***
M690.1 Hilti; anchor bolts; H.S.L.
M12 or products having equivalent
functions or performance nr *** *** ***
M690.2 Hilti; anchor bolts; H.S.L. Ml6 or
products having equivalent functions
or performance nr *** *** ***
MISCELLANEOUS METALWORK
Hot dip galvanised mild steel
Miscellaneous framing; welded and
bolted connection
N161 angle section; 150 x 90 x 10mm m *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.2/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.2 F3.2 : Government Accommodation - Plant Rooms
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
BRICKWORK, BLOCKWORK AND MASONRY
Dense concrete blockwork;
compressive strength 7.0 N/mm2;
stretcher bond; in cement/lime mortar;
flush pointed; as Appendix AA to
Particular Specification, section
F10
Thickness: 140mm
U511.1 vertical straight walls m2 *** *** ***
Thickness: 140mm; 2 hours fire
rating
U511.2 vertical straight walls m2 *** *** ***
Surface features
U578 fair facing m2 *** *** ***
Ancillaries
U581 joint reinforcement; 24 gauge
galvanised expanded steel mesh;
300mm wide m *** *** ***
U583 movement joints; fire rated filler;
140mm in depth; as Drawing nr
LCC300/31/A24/154, 156 m *** *** ***
U586 fixings and ties; galvanised mild
steel dove tail ties m2 *** *** ***
U589 head restraint; galvanised mild
steel angle; 70 x 70 x 3mm thick;
sleeved and dowelled into blockwork
at 2000mm centres m *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.2 F3.2 : Government Accommodation - Plant Rooms
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
PAINTING
Emulsion paint; with one coat
thinned with water in accordance
with manufacturer's recommendation
and two unthinned coats; as Appendix
AA to Particular Specification,
section M60
Plaster and render
V543 surfaces inclined at an angle
exceeding 60 degrees to the
horizontal m2 *** *** ***
Emulsion paint; anti-fungal; with
one coat thinned with water in
accordance with manufacturer's
recommendation and two unthinned
coats; as Appendix AA to Particular
Specification, section M60
Plaster and render
V544 soffit surfaces and lower surfaces
inclined at an angle not exceeding
60 degrees to the horizontal m2 *** *** ***
Epoxy paint; acid resisting; with
one undercoat and one finishing
coat; as Appendix AA to Particular
Specification, section M60
Concrete
V733 surfaces inclined at an angle
exceeding 60 degrees to the
horizontal m2 *** *** ***
Brickwork and blockwork
V763 surfaces inclined at an angle
exceeding 60 degrees to the
horizontal m2 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.2/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.2 F3.2 : Government Accommodation - Plant Rooms
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
PAINTING
Epoxy resin paint; with two
component epoxy based primer and
multi-component epoxy top coat; as
Architectural Specification section
67.7
Cement and screed with sealer
V791 upper surfaces inclined at an angle
not exceeding 30 degrees to the
horizontal m2 *** *** ***
Anti-dust sealer; with one coat
polymer single component weather
resistant top coat and one base
coat; as Architectural Specification
section 64.4
Concrete
V934 soffit surfaces and lower surfaces
inclined at an angle not exceeding
60 degrees to the horizontal m2 *** *** ***
Cement and sand screed
V991 upper surfaces inclined at an angle
not exceeding 30 degrees to the
horizontal m2 *** *** ***
Granolithic skirting 150mm high
V993 surfaces inclined at an angle
exceeding 60 degrees to the
horizontal m *** *** ***
IRONMONGERY
Hinges; as Appendix AA to Particular
Specification, section P21
AD290.1 Type H1; size 114 x 114mm; fixed to
galvanised steel nr *** *** ***
AD290.2 Type H1; size 114 x 114mm; fixed to
stainless steel nr *** *** ***
Locks, latches and bolts; as
Appendix AA to Particular
Specification, section P21
Lock cases
AD319.1 type L1; fixed to galvanised steel nr *** *** ***
AD319.2 type L1; fixed to stainless steel nr *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.2/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.2 F3.2 : Government Accommodation - Plant Rooms
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
IRONMONGERY
Locks, latches and bolts; as
Appendix AA to Particular
Specification, section P21 (Cont'd)
Bolts
AD339 type FB1; fixed to galvanised steel nr *** *** ***
Closers and selectors; as Appendix
AA to Particular Specification,
section P21
Door closers
AD490.1 type CL1A; fixed to galvanised
steel nr *** *** ***
AD490.2 type CL1A; fixed to stainless steel nr *** *** ***
Handles with backplates; as Appendix
AA to Particular Specification,
section P21
Pull handles
AD520.1 type PH1; with 300 x 100 x 1.6mm
backplates; fixed to galvanised
steel nr *** *** ***
AD520.2 type PH1; with 300 x 100 x 1.6mm
backplates; fixed to stainless
steel nr *** *** ***
Kick plates; as Appendix AA to
Particular Specification, section
P21
AD700.1 Type K1; 740 x 200 x 1.6mm thick;
fixed to galvanised steel nr *** *** ***
AD700.2 Type K1; 890 x 200 x 1.6mm thick;
fixed to galvanised steel nr *** *** ***
AD700.3 Type K1; 1050 x 200 x 1.6mm thick;
fixed to stainless steel nr *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.2/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.2 F3.2 : Government Accommodation - Plant Rooms
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
IRONMONGERY
Accessories; as Appendix AA to
Particular Specification, section
P21
Door stops
AD810.1 type ST1; fixed to galvanised steel
door leaf and concrete floor nr *** *** ***
AD810.2 type ST1; fixed to stainless
steel door leaf and concrete floor nr *** *** ***
Wall bumper
AD840 type ST2; fixed to galvanised steel
door leaf and concrete wall nr *** *** ***
Gasket
AD890.1 type AS1 nr *** *** ***
AD890.2 type AS2 nr *** *** ***
Dust proof strike
AD890.3 type ECS nr *** *** ***
Co-ordinator
AD890.4 type DC1 nr *** *** ***
METAL DOORS AND FRAMES
Non-fire rated doors and frames as
Appendix AA to Particular
Specification, section L20
Stainless steel door with 2 nos of
louvres; to toilet duct room;
including all necessary ironmongery;
as Drawing nr LCC300/A60/409
AE110 750mm width x 2150mm high nr *** *** ***
Galvanised steel with paint finish;
door type 01C; door frame width
210mm (max.); head and jamb type A
AE120.1 1050mm width x 2150mm high nr *** *** ***
Galvanised steel with paint finish;
door type 06C; door frame width
210mm (max.); head and jamb type A
AE120.2 1650mm width x 2150mm high nr *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF3.2/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.2 F3.2 : Government Accommodation - Plant Rooms
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
METAL DOORS AND FRAMES
One hour fire rated doors and
frames; as Appendix AA to Particular
Specification, section L20
Galvanised steel with polyester
powder coated finish; door type 06C;
door frame width 210mm (max.); head
and jamb type A
AE300 1650mm width x 2250mm high nr *** *** ***
Stainless steel with hairline
finish; door type 0LA; door frame
width 210mm (max.); head and jamb
type F+G
AE310 1210mm width x 2150mm high nr *** *** ***
Galvanised steel with paint finish;
door type 01C; door frame width 210mm
(max.); head and jamb type A
AE320.1 1050mm width x 2150mm high nr *** *** ***
Galvanised steel with paint finish;
door type 06C; door frame width
210mm (max); head and jamb type A
AE320.2 1650mm width x 2150mm high nr *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.2/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.2 F3.2 : Government Accommodation - Plant Rooms
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
SIGNS AND ADVERTISING PANELS
Signs
Non-illuminated; vinyl graphics as
Drawing nr. LCC300/31/A70/001
AI120 danger-electricity unauthorised
entry prohibited signs nr *** *** ***
PLASTERING, RENDERING AND WALL
LININGS
Walls and columns
Acoustic plaster; with density not
less than 48kg/m2; as Particular
Specification P35
AJ121.1 50 mm thick; to receive acoustically
transparent membrane m2 *** *** ***
Acoustic plaster; with density not
less than 48kg/m2; as Particular
Specification section P35; to
circular surfaces
AJ121.2 50 mm thick; to receive acoustically
transparent membrane m2 *** *** ***
Gypsum plaster; as Appendix AA to
Particular Specification, section
M20
AJ122.1 10 mm thick; to receive emulsion
paint m2 *** *** ***
Gypsum plaster; as Appendix AA to
Particular Specification, section
M20; to circular surfaces
AJ122.2 10 mm thick; to receive emulsion
paint m2 *** *** ***
Wall linings; as Drawing nr
LCC300/31/A24/156
AJ162 2 hours fired rated boards; 10 mm
thick; fixed to metal sections m2 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF3.2/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.2 F3.2 : Government Accommodation - Plant Rooms
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL
LININGS
Walls and columns (Cont'd)
Acoustic transparent membrane; as
Particular Specification section P35
AJ169.1 fixed to acoustic plaster m2 *** *** ***
Acoustic transparent membrane; to
circular surface; as Particular
Specification section P35
AJ169.2 fixed to acoustic plaster m2 *** *** ***
Floors
Cement and sand (1:3) screed; with
trowelled finish for wearing
surfaces; as Appendix AA to
Particular Specification, section
M10
AJ232.1 with steel fabric reinforcement;
50 mm thick; to receive anti-dust
sealer m2 *** *** ***
AJ232.2 with steel fabric reinforcement; 50
mm thick; to receive sealer with
epoxy floor coating m2 *** *** ***
AJ232.3 with steel fabric reinforcement; 100
mm thick; to receive anti-dust
sealer m2 *** *** ***
AJ232.4 with steel fabric reinforcement; 100
mm thick; to receive sealer with
epoxy floor coating m2 *** *** ***
Ceilings including sides and soffits
of attached beams
Cement and sand (1:3) plaster; as
Architectural Specification
section 67.2
AJ321.1 15 mm thick; to receive anti-fungal
emulsion paint m2 *** *** ***
Acoustic plaster; with density not
less than 48kg/m2; as Particular
Specification P35
AJ321.2 50 mm thick; to receive acoustically
transparent membrane m2 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF3.2/9 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.2 F3.2 : Government Accommodation - Plant Rooms
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL
LININGS
Ceilings including sides and soffits
of attached beams (Cont'd)
Acoustic plaster; with density not
less than 48kg/m2; as Particular
Specification section P35; to
circular surfaces
AJ321.3 50 mm thick; to receive
acoustically transparent membrane m2 *** ***
Acoustic transparent membrane;
as Particular Specification
section P35
AJ369.1 fixed to acoustic plaster m2 *** *** ***
Acoustic transparent membrane; to
circular surface; as Particular
Specification section P35
AJ369.2 fixed to acoustic plaster m2 *** ***
Ceilings including sides and soffits
of attached beams; 3.5 to 5.0m high
Cement and sand (1:3) plaster; as
Architectural Specification
section 67.2
AJ321.4 15 mm thick; to receive anti-fungal
emulsion paint m2 *** *** ***
Acoustic plaster; with density not
less than 48kg/m2; as Particular
Specification P35
AJ321.5 50 mm thick; to receive acoustically
transparent membrane m2 *** *** ***
Acoustic plaster; with density not
less than 48kg/m2; as Particular
Speciffication section P35; to
circular surfaces
AJ321.6 50 mm thick; to receive acoustically
transparent membrane m2 *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF3.2/10 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.2 F3.2 : Government Accommodation - Plant Rooms
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL
LININGS
Ceilings including sides and soffits
of attached beams; 3.5 to 5.0m high
(Cont'd)
Acoustic transparent membrane; as
Particular Specification section P35
AJ369.3 fixed to acoustic plaster m2 *** *** ***
Acoustic transparent membrane; to
circular surface; as Particular
Specification section P35
AJ369.4 fixed to acoustic plaster m2 *** ***
Ceilings including sides and soffits
of attached beams; 6.5 to 8.0m high
Cement and sand (1:3) plaster; as
Architectural Specification section
67.2
AJ321.7 15 mm thick; to receive
anti-fungal emulsion paint m2 *** *** ***
Acoustic plaster; with density not
less than 48kg/m2; as Particular
Specification P35
AJ321.8 50 mm thick; to receive
acoustically transparent membrane m2 *** *** ***
Acoustic plaster; with density not
less than 48kg/m2; as Particular
Speciffication section P35; to
circular surfaces
AJ321.9 50 mm thick; to receive acoustically
transparent membrane m2 *** ***
Acoustic transparent membrane; as
Particular Specification section P35
AJ369.5 fixed to acoustic plaster m2 *** *** ***
Acoustic transparent membrane; to
circular surface; as Particular
Specification section P35
AJ369.6 fixed to acoustic plaster m2 *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF3.2/11 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.2 F3.2 : Government Accommodation - Plant Rooms
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL
LININGS
Skirtings, ▇▇▇▇▇, channels, wall
strings, open strings, curb strings,
cornices, mouldings and the like
Granolithic screed; with trowelled
finish for wearing surfaces; as
Architectural Specification section
67.1
AJ740.1 coved at base; 25mm thick; 150 mm
high skirting; to receive anti-dust
sealer m *** *** ***
Granolithic screed; with trowelled
finish for wearing surfaces; as
Architectural Specification section
67.1; to circular surfaces
AJ740.2 coved at base; 25mm thick; 150 mm
high skirting; to receive anti-dust
sealer m *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF3.2/12 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.2 F3.2 : Government Accommodation - Plant Rooms
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF3.2/13 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.2 F3.2 : Government Accommodation - Plant Rooms
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF3.2/14 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.2 F3.2 : Government Accommodation - Plant Rooms
ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSF3.2
: Government Accommodation - Plant Rooms
Page No. LSF3.2/1 ***
Page No. LSF3.2/2 ***
Page No. LSF3.2/3 ***
Page No. LSF3.2/4 ***
Page No. LSF3.2/5 ***
Page No. LSF3.2/6 ***
Page No. LSF3.2/7 ***
Page No. LSF3.2/8 ***
Page No. LSF3.2/9 ***
Page No. LSF3.2/10 ***
Page No. LSF3.2/11 ***
Page No. LSF3.2/12 ***
Page No. LSF3.2/13 ***
Page No. LSF3.2/14 ***
----------------------------------------------------------
Total of Lump Sum Item LSF3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF3.2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.3 F3.3 : Government Accommodation Acoustic Treatment - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL
LININGS
Walls and columns (L1)
Wall linings
AJ163.1 acoustic panels;
comprising 0.5 mm thick G.I.
perforated sheets on and including 25
x 50 x 25 x 1.2 mm thick G.I.
Z-channels, with 60kg/m x 50 mm thick
fibreglass, anchored to reinforced
concrete structural soffits; in
accordance with Particular
Specification clause P35 and drawings
LCC300/31/A60/780-784 m2 *** *** ***
Walls and columns(L2)
Wall linings
AJ163.2 acoustic panels;
comprising 0.5 mm thick G.I.
perforated sheets on and including
25 x 50 x 25 x 1.2 mm thick G.I.
Z-channels, with 60kg/m x 50 mm
thick fibreglass, anchored to
reinforced concrete structural
soffits; in accordance with
Particular Specification clause P35
and drawings
LCC300/31/A60/780-784 m2 *** *** ***
Ceilings including sides and soffits
of attached beams; 6.5 to 8.0m
high (L1)
Linings
AJ399.1 acoustic panels;
comprising 0.5 mm thick G.I.
perforated sheets on and including
25 x 50 x 25 x 1.2 mm thick G.I.
Z-channels, with 60kg/m x 50 mm
thick fibreglass, anchored to
reinforced concrete structural
soffits; in accordance with
Particular Specification clause P35
and drawings
LCC300/31/A60/780-784 m2 *** *** ***
------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.3/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.3 F3.3 : Government Accommodation Acoustic Treatment - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL LININGS
Ceilings including sides and soffits of
attached beams; 6.5 to 8.0m high (L2)
Linings
AJ399.2 acoustic panels;
comprising 0.5 mm thick G.I. perforated sheets on
and including 25 x 50 x 25 x 1.2 mm thick G.I.
Z-channels, with 60kg/m x 50 mm thick fibreglass,
anchored to reinforced concrete structural
soffits; in accordance with Particular
Specification clause P35 and drawings
LLC300/31/A60/780-784 m2 *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.3/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.3 F3.3 : Government Accommodation Acoustic Treatment - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
GENERAL, ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity and
Rate columns entered with "N/A".
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.3 F3.3 : Government Accommodation Acoustic Treatment - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 section 7
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF3.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.3/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F3 : Government Accommodation
Lump Sum Item LSF3.3 F3.3 : Government Accommodation Acoustic Treatment - ABWF
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSF3.3
: Government Accommodation Acoustic Treatment - ABWF
Page No. LSF3.3/1 ***
Page No. LSF3.3/2 ***
Page No. LSF3.3/3 ***
Page No. LSF3.3/4 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSF3.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF3.3/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F230 Class: 30/20; concrete category B m3 *** *** ***
Placing of mass concrete
Plinth; concrete category B;
F592 thickness 150-300mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F4
Vertical
G342 width 0.1-0.2 m m *** *** ***
PRECAST CONCRETE
Lintels; concrete class 40/20
H809 Cross-sectional area 140 x 200 mm depth;
nominally 73 kg per metre m *** *** ***
STRUCTURAL METALWORK
Fabrication of members for frames; weldable
structural steel to Grade 43A to BS 4360
Columns; 80 x 80 x 6.3mm thick rectangular
hollow sections
M311.1 straight on plan t *** *** ***
Columns; 120 x 80 x 5mm thick rectangular
hollow sections
M311.2 straight on plan t *** *** ***
Plates or flats; 250 x 100 x 10mm
M391.1 straight on plan t *** *** ***
Brackets; 150 x 90 x 10 mm
M391.2 straight on plan t *** *** ***
Cap plates; 80 x 80 x 3 mm
M391.3 straight on plan t *** *** ***
Cap plates; 120 x 80 x 3 mm
M391.4 straight on plan t *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF4.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Erection of members for frames; weldable
structural steel Grade 43A to BS 4360
M620 Permanent erection t *** *** ***
M690.1 Hilti; anchor bolts; H.S.L. M12 or products
having equivalent functions or performance nr *** *** ***
M690.1 Hilti; anchor bolts; H.S.L. M16 or products
having equivalent functions or performance nr *** *** ***
MISCELLANEOUS METALWORK
Stainless steel
Ladders; stringers 40mm diameter; min 3mm
thick; rungs 20mm diameter; including safety
hoops and return stringers
N130.1 type 3; as Drawing nr LCC300/31/A24/503-505 m *** *** ***
Hot dip galvanised mild steel
Ladders; stringers 40mm diameter; min 3mm
thick; rungs 20mm diameter
N130.2 type 2; as Drawing nr LCC300/31/A24/502,
504-505 m *** *** ***
Miscellaneous framing; welded and bolted
connection
N161 angle section; 150 x 90 x 10mm m *** *** ***
ROAD AND PAVINGS
Sub-bases, flexible road bases and surfacing
Granular material as General Specification
clause 6.07
R116 depth 225 mm m2 *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 2 LSF4.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
ROAD AND PAVINGS
Concrete pavements
Carriageway slabs; concrete grade 30/20
R425 depth 190 mm m2 *** *** ***
Steel fabric reinforcement to BS 4483
R445 nominal mass 5-6 kg/m2; fabric reference C636 m2 *** *** ***
R480 Waterproofing membranes below concrete
pavements; impermeable polythene sheeting
0.125 mm nominal thickness m2 *** *** ***
▇▇▇▇▇, channels and edgings
Precast concrete ▇▇▇▇▇ of Highways Department
types K1, K2 and K3; overall cross-section 125
mm wide x 250 mm high
R611 straight or curved to radius exceeding 12 m;
including cement and sand (1:3) haunching, and
concrete bed and backing grade 20/20 m *** *** ***
Light duty pavements
Hardcore base; well consolidated
R723 depth 60-100 mm m2 *** *** ***
R780 Precast concrete block; 100 x 200 x 60 mm
thick; laid in ▇▇▇▇▇▇▇ bone pattern; on and
including 30 mm thick sand course m2 *** *** ***
Ancillaries
Surface markings conforming to the diagrams or
reference stated in the item descriptions,
which are taken from the Transport Planning
and Design Manual, volume 3 Chapter 5 - Road
markings (April 1987); using reflectorised
thermoplastic materials in accordance with BS
3262
R824 Continuous parking lines m *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF4.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
ROAD AND PAVINGS
Ancillaries (Cont'd)
R890.1 Loading dock bumper; type W3A; hardwood on
neoprene bearer; appropriate sectional size
130 x 250mm high; including all fixing
accessories; as Drawing nr LCC300/31/A24/701 m *** *** ***
R890.2 Loading dock bumper; type W3B; hardwood on
neoprene bearer; appropriate sectional size
130 x 250mm high; including all fixing
accessories; as Drawing nr LCC300/31/A24/701 m *** *** ***
BRICKWORK, BLOCKWORK AND MASONRY
Dense concrete blockwork; compressive strength
4.0N/mm2; stretcher bond; in cement/lime
mortar; flush pointed; as Appendix AA to
Particular Specification, section F10
Thickness: 100mm
U511.1 vertical straight walls m2 *** *** ***
Thickness: 140mm
U511.2 vertical straight walls m2 *** *** ***
U519 plinths m2 *** *** ***
Ancillaries
U581 joint reinforcement; 24 gauge galvanised
expanded steel mesh; 300mm wide m *** *** ***
U583.1 movement joints; fire rated filler; 100 mm in
depth; as Drawing nr LCC300/31/A24/154, 156 m *** *** ***
U583.2 movement joints; fire rated filler; 140 mm in
depth; as Drawing nr LCC300/31/A24/154, 156 m *** *** ***
U586 fixings and ties; galvanised mild steel dove
tail ties m2 *** *** ***
U589 head restraint; galvanised mild steel angle;
70 x 70 x 3mm thick; sleeved and dowelled into
blockwork at 2000mm centres m *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF4.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
PAINTING
Emulsion paint; with one coat thinned with water
in accordance with the manufacturer's
recommendation and two unthinned coats; as
Appendix AA to Particular Specification, section
M60
Plaster and render
V543 surfaces inclined at an angle exceeding 60
degrees to the horizontal m2 *** *** ***
Emulsion paint; anti-fungal; with one coat
thinned with water in accordance with
manufacturer's recommendation and two
unthinned coat; as Appendix AA to Particular
Specification, section M60
Plaster and render
V544 Soffit surfaces and lower surfaces inclined at
an angle not exceeding 60 degrees to the
horizontal m2 *** *** ***
Anti-dust sealer; with one coat polymer single
component weather resistant top coat and one
base coat; as Architectural Specification
section 64.4
Concrete
V934 soffit surfaces and lower surfaces inclined at
an angle not exceeding 60 degrees to the
horizontal m2 *** *** ***
Cement and sand screed
V991 upper surfaces inclined at an angle not
exceeding 30 degrees to the horizontal m2 *** *** ***
Granolithic skirting 150mm high
V993 surfaces inclined at an angle exceeding 60
degrees to the horizontal m *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF4.1/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
WATERPROOFING
Tanking
Waterproofing membrane; one coat and minimum
1.5mm thick; as Appendix AA to Particular
Specification, section J30
W231 upper surface inclined at an angle not
exceeding 30 degrees to the horizontal m2 *** *** ***
W233 surface inclined at an angle exceeding 60
degrees to the horizontal m2 *** *** ***
MISCELLANEOUS WORKS
Fences
Metal crash barriers
X181.1 type W1D; 6000mm long x 800mm high nr *** *** ***
X181.2 type W2A; galvanised mild steel; a set of fan
circular rail; height not exceeding 1m above
finished floor level; as Drawing nr
LCC300/31/A60/132 nr *** *** ***
X181.3 type W2B; galvanised mild steel; a set of fan
circular rail; height not exceeding 1m above
finished floor level; as Drawing nr
LCC300/31/A60/132 nr *** *** ***
X181.4 type W2C; galvanised mild steel; a set of fan
circular rail; height not exceeding 1m above
finished floor level; as Drawing nr
LCC300/31/A60/132 nr *** *** ***
PARTITIONS
Proprietary partitions
AB130 Door; 20mm thick; laminated; with plastic
colour coated veneer on both sides; including
framing; stainless steel coat hook and lock;
size 710 x 1700mm high; as Drawing nr
LCC300/31/A60/401 nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF4.1/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
PARTITIONS
Proprietary toilet, cubicles; galvanised mild
steel finished; floor mounted; as Appendix AA
to Particular Specification, section K32
AB300.1 1900 x 1400 x 2000mm high overall; with 2
compartments nr *** *** ***
AB300.2 1900 x 1500 x 2000mm high overall; with 2
compartment nr *** *** ***
AB300.3 1900 x 1600 x 2000mm high overall; with 2
compartments nr *** *** ***
CARPENTRY & JOINERY
One hour fire rated doors and frames; as
Appendix AA to Particular Specification,
section L20
Solid core flush; galvanised steel door frame
width 210mm (max.); head and jamb type H;
facing both sides with 5mm plywood with
plastic laminate sheet
AC110.1 1050 x 2150 x 44mm thick (Door type 01) nr *** *** ***
AC110.2 1050 x 2150 x 44mm thick (Door type 01C) nr *** *** ***
Fittings
Worktops; to acrylic based self formed solid
surfacing vanity counter top; with groove line
for water flow; splash back; opening for
basin; framing and all necessary ironmongery;
as Appendix AA to Particular Specification,
section Z10 and Drawing nr LCC300/31/A60/402
AC740.1 overall size 1400 x 600 x 450 mm high nr *** *** ***
AC740.2 overall size 1900 x 600 x 450 mm high nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF4.1/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
CARPENTRY JOINERY
Fittings
Lockers; standing on 140mm thick masonry slab
(measured separately); including 375mm high
shoe rack at lower level; 300mm wide x 600mm
deep x 850mm high proprietary locker units
with GMS adjustable hanger rods, on 20mm thick
cementitious side backing and 15mm thick
plywood backing on 15mm thick cementitious
backing; 325mm continuous plastic laminated
overhead panel with 38 x 38 x 3mm thick GMS
welded bracing angle and bolted to wall;
including all necessary framing, ironmongery
and finishes; as Appendix AA to Particular
Specification, section Z10 and Drawing nr
LCC300/31/A60/420
AC790 overall size 1800 x 600 x 2400mm high nr *** *** ***
IRONMONGERY
Hinges; as Appendix AA to Particular
Specification, section P21
AD290.1 Type H1; size 114 x 114mm; fixed to timber
door leaf and galvanised steel door frame nr *** *** ***
AD290.2 Type H1; size 114 x 114mm; fixed to galvanised
steel nr *** *** ***
AD290.3 Type H1; size 114 x 114mm; fixed to stainless
steel nr *** *** ***
AD290.4 Type H2; size 114 x 114mm; fixed to galvanised
steel nr *** *** ***
Locks, latches and bolts; as Appendix AA to
Particular Specification, section P21
Lock cases
AD319.1 type L1; fixed to galvanised steel nr *** *** ***
AD319.2 type L2; fixed to galvanised steel nr *** *** ***
AD319.3 type L8; fixed to galvanised steel nr *** *** ***
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To Collection of Lump Sum Item LSF4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF4.1/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
IRONMONGERY
Locks, latches and bolts; as Appendix AA to
Particular Specification, section P21 (Cont'd)
Bolts
AD339.1 type FB1; fixed to galvanised steel nr *** *** ***
Panic bolt
AD339.2 type ED2; fixed to galvanised steel nr *** *** ***
AD339.3 type ED2; fixed to stainless steel nr *** *** ***
AD339.4 type ED3; fixed to timber door leaf and
galvanised steel door frame nr *** *** ***
AD339.5 type ED3; fixed to galvanised steel nr *** *** ***
AD339.6 type ED3; fixed to stainless steel nr *** *** ***
Closers and selectors; as Appendix AA to
Particular Specification, section P21
Door closers
AD490.1 type CL1; fixed to galvanised steel nr *** *** ***
AD490.2 type CL1A; fixed to timber door leaf and
galvanised steel door frame nr *** *** ***
AD490.3 type CL1A; fixed to galvanised steel nr *** *** ***
AD490.4 type CL1A; fixed to stainless steel nr *** *** ***
AD490.5 type CL2A; fixed to timber door leaf and
galvanised steel door frame nr *** *** ***
AD490.6 type CL2A; fixed to galvanised steel nr *** *** ***
AD490.7 type CL3; fixed to galvanised steel nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF4.1/9 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
IRONMONGERY
Handles with backplates; as Appendix AA to
Particular Specification, section P21
Pull handles
AD520.1 type PH1; with 300 x 100 x 1.6mm backplates;
fixed to timber nr *** *** ***
AD520.2 type PH1; with 300 x 100 x 1.6mm backplates;
fixed to galvanised steel nr *** *** ***
Push plates; as Appendix AA to Particular
Specification section P21
AD600.1 Type PP1; 300 x 100 x 1.6mm thick; fixed to
timber nr *** *** ***
AD600.2 Type PP1; 300 x 100 x 1.6mm thick; fixed to
galvanised steel nr *** *** ***
Kick plates; as Appendix AA to Particular
Specification, section P21
AD700.1 Type K1; 890 x 200 x 1.6mm thick; fixed to
timber nr *** *** ***
AD700.2 Type K1; 740 x 200 x 1.6mm thick; fixed to
galvanised steel nr *** *** ***
AD700.3 Type K1; 890 x 200 x 1.6mm thick; fixed to
galvanised steel nr *** *** ***
AD700.4 Type K1; 1190 x 200 x 1.6mm thick; fixed to
galvanised steel nr *** *** ***
Accessories; as Appendix AA to Particular
Specification, section P21
Door stops
AD810.1 type ST1; fixed to galvanised steel door leaf
and concrete floor nr *** *** ***
AD810.2 type ST1; fixed to stainless steel door leaf
and concrete floor nr *** *** ***
Wall bumper
AD840.1 type ST2; fixed to timber door leaf and
concrete wall nr *** *** ***
AD840.2 type ST2; fixed to galvanised steel door leaf
and concrete wall nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF4.1/10 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
IRONMONGERY
Accessories; as Appendix AA to Particular
Specification, section P21 (Cont'd)
Grab rail bar
AD890.1 type GR; fixed to galvanised steel nr *** *** ***
Threshold
AD890.2 type T1; fixed to galvanised steel nr *** *** ***
AD890.3 type T1; fixed to stainless steel nr *** *** ***
Dust proof strike
AD890.4 type ECS nr *** *** ***
Co-ordinator
AD890.5 type DC1 nr *** *** ***
METAL DOORS AND FRAMES
Non-fire rated doors and frames as Appendix AA
to Particular Specification, section L20
Galvanised steel with polyester powder coated
finish; door type 01; door frame width 210mm
(max.); head and jamb type A
AE100.1 1350mm width x 2150mm high nr *** *** ***
AE100.2 1350mm width x 2250mm high nr *** *** ***
Stainless steel with hairline finish; door
type 07; door frame width 210mm (max.); head
and jamb type E+G
AE110.1 1700mm width x 2150mm high nr *** *** ***
Stainless steel door with 2 nos of louvres; to
toilet duct room; including all necessary
ironmongery; as Drawing nr LCC300/A60/409
AE110.2 750mm width x 2150mm high nr *** *** ***
AE110.3 900mm width x 950mm high nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF4.1/11 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
METAL DOORS AND FRAMES
Non-fire rated doors and frames as Appendix AA
to Particular Specification, section L20
(Cont'd)
Galvanised steel with paint finish; door type
01A; door frame width 210mm (max.); head and
jamb type A
AE120.1 900mm width x 2150mm high nr *** *** ***
AE120.2 1050mm width x 2150mm high nr *** *** ***
Galvanised steel with paint finish; door type
01C; door frame width 210mm (max.); head and
jamb type A
AE120.3 1050mm width x 2150mm high nr *** *** ***
AE120.4 1700mm width x 2150mm high nr *** *** ***
One hour fire rated doors and frames; as
Appendix AA to Particular Specification,
section L20
Galvanised steel with polyester powder coated
finish; door type 01; door frame width 210mm
(max.); head and jamb type A
AE300 1350mm width x 2250mm high nr *** *** ***
Stainless steel with hairline finish; door
type 07; door frame width 210mm (max.); head
and jamb type E+G
AE310 1810mm width x 2150mm high nr *** *** ***
Galvanised steel with paint finish; door type
02; door frame width 210mm (max.); head and
jamb type A
AE320.1 1050mm width x 2150mm high; with 200 x 800mm
vision panels nr *** *** ***
Galvanised steel with paint finish; door type
01; door frame width 210mm (max.); head and
jamb type A
AE320.2 750mm width x 2000mm high nr *** *** ***
AE320.3 1350mm width x 2150mm high nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF4.1/12 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
METAL DOORS AND FRAMES
One hour fire rated doors and frames; as
Appendix AA to Particular Specification,
section L20 (Cont'd)
Galvanised steel with paint finish; door type
07; door frame width 210mm (max.); head and
jamb type A
AE320.4 1700mm width x 2150mm high nr *** *** ***
AE320.5 1950mm width x 2150mm high; with 200 x 800mm
vision panels nr *** *** ***
AE320.6 1950mm width x 2250mm high; with 200 x 800mm
vision panels nr *** *** ***
Galvanised steel with paint finish; door type
06C; door frame width 210mm (max.); head and
jamb type A
AE320.7 1650mm width x 2150mm high nr *** *** ***
Galvanised steel with paint finish; door type
01C; door frame width 210mm (max.); head and
jamb type A
AE320.8 1050mm width x 2150mm high nr *** *** ***
AE320.9 1350mm width x 2150mm high nr *** *** ***
AE320.10 1700mm width x 2150mm high nr *** *** ***
METAL SHUTTERS, WINDOWS & LOUVRES
Shutters
One hour fire rated slat shutters; electrical
operating system; drop down type; with exposed
key switch boxes mounted on both sides of
shutter; as Appendix AA to Particular
Specification, section L20 and Drawing nr
LCC300/31/A24/801-803, /A40/801-807
AF131.1 stainless steel; recessed rail; standard hood
(fixed above ceiling); smoke resistant; with
smoke/heat detector activated; approximate
size 1500 x 2400mm high nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF4.1/13 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
METAL SHUTTERS, WINDOWS & LOUVRES
Shutters (Cont'd)
One hour fire rated slat shutters; electrical
operating system; drop down type; with exposed
key switch boxes mounted on both sides of
shutter; as Appendix AA to Particular
Specification, section L20 and Drawing nr
LCC300/31/A24/801-803, /A40/801-807 (Cont'd)
AF131.2 stainless steel; recessed rail; standard hood
(fixed above ceiling); smoke resistant; with
smoke/heat detector activated; approximate
size 2100 x 2400mm high nr *** *** ***
AF131.3 stainless steel; recessed rail; standard hood
(fixed above ceiling); smoke resistant; with
smoke/heat detector activated; approximate
size 2800 x 2400mm high nr *** *** ***
AF131.4 stainless steel; recessed rail; standard hood
(fixed above ceiling); smoke resistant; with
smoke/heat detector activated; approximate
size 3000 x 2400mm high nr *** *** ***
AF131.5 stainless steel; recessed rail; standard hood
(fixed above ceiling); smoke resistant; with
smoke/heat detector activated; approximate
size 3900 x 2400mm high nr *** *** ***
AF131.6 stainless steel; recessed rail; standard hood
(fixed above ceiling); smoke resistant; with
smoke/heat detector activated; approximate
size 4000 x 2400mm high nr *** *** ***
AF131.7 stainless steel; recessed rail; standard hood
(fixed above ceiling); smoke resistant; with
smoke/heat detector activated; approximate
size 4500 x 2400mm high nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF4.1/14 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
METAL SHUTTERS, WINDOWS & LOUVRES
Shutters (Cont'd)
One hour fire rated slat shutters; electrical
operating system; drop down type; with exposed
key switch boxes mounted on both sides of
shutter; as Appendix AA to Particular
Specification, section L20 and Drawing nr
LCC300/31/A24/801-803, /A40/801-807 (Cont'd)
AF131.8 stainless steel; recessed rail; standard hood
(fixed above ceiling); smoke resistant; with
smoke/heat detector activated; approximate
size 5100 x 2400mm high nr *** *** ***
AF131.9 stainless steel; recessed rail; standard hood
(fixed above ceiling); smoke resistant; with
smoke/heat detector activated; approximate
size 5150 x 2400mm high nr *** *** ***
AF131.10 stainless steel; recessed rail; standard hood
(fixed above ceiling); smoke resistant; with
smoke/heat detector activated; approximate
size 5400 x 2400mm high nr *** *** ***
AF131.11 stainless steel; recessed rail; standard hood
(fixed above ceiling); smoke resistant; with
smoke/heat detector activated; approximate
size 5700 x 2400mm high nr *** *** ***
AF131.12 stainless steel; recessed rail; standard hood
(fixed above ceiling); smoke resistant; with
smoke/heat detector activated; approximate
size 8400 x 2400mm high nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF4.1/15 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
METAL SHUTTERS, WINDOWS & LOUVRES
Shutters (Cont'd)
Two hours fire rated slat shutters; electrical
operating system; drop down type; with exposed
key switch boxes mounted on both sides of
shutter; as Appendix AA to Particular
Specification, section L20 and Drawing nr
LCC300/31/A24/801-803, /A40/801-807
AF141.1 stainless steel; recessed rail; standard hood
(fixed inside room); smoke resistant; with
smoke/heat detector activated; approximate
size 1500 x 2400mm high nr *** *** ***
AF141.2 stainless steel; recessed rail; standard hood
(fixed inside room); smoke resistant; with
smoke/heat detector activated; approximate
size 2100 x 2400mm high nr *** *** ***
AF141.3 stainless steel; recessed rail; standard hood
(fixed inside room); smoke resistant; with
smoke/heat detector activated; approximate
size 2800 x 2400mm high nr *** *** ***
AF141.4 stainless steel; recessed rail; standard hood
(fixed inside room); smoke resistant; with
smoke/heat detector activated; approximate
size 3000 x 2400mm high nr *** *** ***
Louvre
Internal louvre with insect mesh;
weatherproofed; including framing; mastic
sealants, waterproofing grouting; approved
expanded metal lath/plaster stop and all other
fixing accessories and support; as Appendix AA
to Particular Specification, section L15 and
Drawing nr LCC300/31/A24/901 and
LCC300/31/A60/409
AF301 stainless steel; overall size 300 x 300mm
high; nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF4.1/16 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
METAL SHUTTERS, WINDOWS & LOUVRES
Lourve (Cont'd)
Internal louvre with insect mesh;
weatherproofed; including framing; mastic
sealants, waterproofing grouting; approved
expanded metal lath/plaster stop and all other
fixing accessories and support; as Appendix AA
to Particular Specification, section L15 and
Drawing nr LCC300/31/A24/901 and
LCC300/31/A40/458
AF309 PVF2 coated aluminium; overall size
450 x 450mm high; nr *** *** ***
METAL CLADDING
System metal cladding
Vitreous enamelled steel panels; 150mm (overall
thick including fixings) thick; on
anti-drumming backing board with vapour
control layer; including all joints; cover
plates (colour matched) sealants and all other
necessary fixing accessories and supports as
Appendix AA to Particular Specification,
section H31, M63 and Drawing nr
LCC300/31/A20/001-007, 010-013
AG112.1 isolated column; not exceeding 1.0m2 m2 *** *** ***
AG112.2 isolated column; 1.0-1.5m2 m2 *** *** ***
AG112.3 isolated column; 1.5-2.0m2 m2 *** *** ***
AG112.4 isolated column; 2.5-3.0m2 m2 *** *** ***
AG112.5 isolated column; 2600 x 1640mm m2 *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.2 : 28 October 2002 LSF4.1/17 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
SPECIALIST ARCHITECTURAL METALWORK
Metal fire hose reel cabinets
AH200 Hose reel cabinet door; piano hinged including
stainless steel collar surround fixed to
reinforced concrete blockout opening with
galvanised mild steel fixing lugs; 8mm
(minimum) tempered glass front door; size
1190 x 860mm high x 150mm thick; all
associated ironmongery; as Drawing nr
LCC300/31/A24/301 and 302 nr *** *** ***
AH890 Stainless steel framed fire services inlet
door; with 6mm wired toughened glass panel; as
Drawing nr LCC300/31/A24/305 nr *** *** ***
SIGNS AND ADVERTISING PANELS
Signs
Illuminated; as Drawing nr. LCC300/31/A70/001
AI110 exit signs nr *** *** ***
Non-illuminated; as Drawing nr. LCC300/31/A70/001
AI120.1 warning signs nr *** *** ***
AI120.2 lift no smoking signs nr *** *** ***
AI120.3 lift number signs nr *** *** ***
AI120.4 hose reel signs nr *** *** ***
AI120.5 disabled wc signs nr *** *** ***
AI120.6 disabled lift signs nr *** *** ***
AI120.7 disabled toilets emergency call signs nr *** *** ***
AI120.8 emergency alarm push button signs nr *** *** ***
AI120.9 braille on lift jamb signs nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF4.1/18 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL LININGS
Walls and columns
Cement and sand (1:3) render; as Appendix AA to
Particular Specification, section M20
AJ110.1 15 mm thick; to receive glazed ceramic tiling m2 *** *** ***
Cement and sand (1:3) render; as Appendix AA to
Particular Specification, section M20; to
circular surfaces
AJ110.2 15 mm thick; to receive glazed ceramic tiling m2 *** *** ***
Cement and sand (1:3) render; waterproofed; as
Architectural Specification section 67.2
AJ110.3 15 mm thick; to wall of hose reel cabinet m2 *** *** ***
Gypsum plaster; as Appendix AA to Particular
Specification, section M20
AJ122.1 10 mm thick; to receive emulsion paint m2 *** *** ***
Gypsum plaster; as Appendix AA to Particular
Specification, section M20; to circular
surfaces
AJ122.2 10 mm thick; to receive emulsion paint m2 *** *** ***
Wall linings; as Drawing nr LCC300/31/A24/156
AJ162.1 2 hours fired rated boards; 10 mm thick; fixed
to metal sections m2 *** *** ***
Wall linings; hanger walls; as Drawing nr
LCC300/31/A04/502
AJ162.2 calcium silicate fire rated board; comprise 2
layers of 9mm 2 hours fire rated board;
sandwich thermal insulation; 70mm G.M.S.
channel on S.S. shims bolt fixed to underside
of concrete slabs at 75mm c/c; inclusive of
G.M.S. supporting members with 2 hours FRP m2 *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF4.1/19 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL LININGS
Floors
Cement and sand (1:3) render; waterproofed; as
Architectural Specification, section 67.2
AJ210 25 mm thick; to floor of hose reel cabinet m2 *** *** ***
Cement and sand (1:3) screed; with trowelled
finish for wearing surfaces; as Appendix AA to
Particular Specification, section M10
AJ232.1 with steel fabric reinforcement; 70 mm thick;
to receive terrazzo tiling m2 *** *** ***
AJ232.2 with steel fabric reinforcement; 90 mm thick;
to receive homogeneous ceramic tiling m2 *** *** ***
AJ232.3 with steel fabric reinforcement; nominally
100 mm thick; to receive vinyl floor m2 *** *** ***
AJ232.4 with steel fabric reinforcement; 100 mm thick;
to receive anti-dust sealer m2 *** *** ***
Ceilings including sides and soffits of
attached beams
Cement and sand (1:3) render; waterproofed; as
Architectural Specification section 67.2
AJ310 25 mm thick; to soffit of hose reel cabinet m2 *** *** ***
Ceilings including sides and soffits of
attached beams; 3.5 to 5.0m high
Cement and sand (1:3) plaster; as
Architectural Specification section 67.2
AJ321.1 15 mm thick; to receive anti-fungal emulsion
paint m2 *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF4.1/20 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL LININGS
Ceilings including sides and soffits of
attached beams; 6.5 to 8.0m high
Cement and sand (1:3)plaster; as Architectural
Specification section 67.2
AJ321.2 15 mm thick; to receive anti-fungal emulsion
paint m2 *** *** ***
Ceilings including sides and soffits of
attached beams; 8.0 to 9.5m high
Cement and sand (1:3) plaster; as
Architectural Specification section 67.2
AJ321.3 15 mm thick; to receive anti-fungal emulsion
paint m2 *** *** ***
Ceilings including sides and soffits of
attached beams; 9.5 to 11.0m high
Cement and sand (1:3) plaster; as
Architectural Specification section 67.2
AJ321.4 15 mm thick; to receive anti-fungal emulsion
paint m2 *** *** ***
Skirtings, ▇▇▇▇▇, channels, wall strings, open
strings, curb strings, cornices, mouldings and
the like
Cement and sand (1:3) render; as Appendix AA
to Particular Specification, section M20
AJ710.1 15 mm thick; to receive 150 mm high
homogeneous ceramic tile skirting m2 *** *** ***
AJ710.2 15 mm thick; to receive 150 mm high vinyl
skirting m2 *** *** ***
Cement and sand (1:3) render; as Appendix AA
to Particular Specification, section M20; to
circular surfaces
AJ710.3 15 mm thick; to receive 150 mm high homogeneous
ceramic tile skirting m2 *** *** ***
AJ710.4 15 mm thick; to receive 150 mm high vinyl
skirting m2 *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF4.1/21 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL LININGS
Skirtings, ▇▇▇▇▇, channels, wall strings, open
strings, curb strings, cornices, mouldings and
the like (Cont'd)
Granolithic screed; with trowelled finish for
wearing surfaces; as Architectural
Specification section 67.1
AJ740.1 coved at base; 25mm thick; 150 mm high
skirting; to receive anti-dust sealer m *** *** ***
Granolithic screed; with trowelled finish for
wearing surfaces; as Architectural
Specification section 67.1; to circular
surfaces
AJ740.2 coved at base; 25mm thick; 150 mm high
skirting; to receive anti-dust sealer m *** *** ***
TILING
Walls and columns
Ceramic tiles; glazed; as Appendix AA to
Particular Specification, section M40
AK130.1 size 147 x 147 x 7 mm thick; matt finish m2 *** *** ***
Ceramic external corner tiles; glazed; as
Appendix AA to Particular Specification,
section M40
AK130.2 size 50 x 50 x 7 mm thick; matt finish m *** *** ***
Ceramic internal corner tiles; glazed; as
Appendix AA to Particular Specification,
section M40
AK130.3 size 50 x 50 x 7 mm thick; matt finish m *** *** ***
Ceramic tiles; glazed; as Appendix AA to
Particular Specification, section M40; to
circular surfaces
AK130.4 size 147 x 147 x 7 mm thick; matt finish m *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF4.1/22 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
TILING
Floors
Resin bonded terrazzo tiles; as Appendix AA to
Particular Specification, section M41
AK210 size 598 x 598 x 30 mm thick; matt finish m2 *** *** ***
Homogeneous ceramic tiles; unglazed; as
Appendix AA to Particular Specification,
section M40
AK230 size 297 x 297 x 12 mm thick; anti-slip finish m2 *** *** ***
Skirtings, ▇▇▇▇▇, channels, wall strings, open
strings, curb strings, cornices and the like
Homogeneous ceramic tiles; unglazed; as
Appendix AA to Particular Specification,
section M40
AK530.1 coved; 9mm thick; 150 mm high skirting m *** *** ***
AK530.2 coved; 9mm thick; 150 mm high skirting; to
form external angle nr *** *** ***
AK530.3 coved; 9mm thick; 150 mm high skirting; to
form internal angle nr *** *** ***
Homogeneous ceramic tiles; unglazed; as
Appendix AA to Particular Specification,
section M40; to circular surfaces
AK530.4 coved; 9mm thick; 150 mm high skirting m *** *** ***
FLEXIBLE SHEETING AND TILING
Floors
Sheeting and rolls; as Appendix AA to
Particular Specification, section M50
AL111 3 mm thick vinyl m2 *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF4.1/23 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
FLEXIBLE SHEETING AND TILING
Skirtings, ▇▇▇▇▇, channels, wall strings, open
strings, curb strings and the like
Coved resilient sheeting; as Appendix AA to
Particular Specification, section M50
AL391.1 3 mm thick vinyl x 150 mm high skirting m *** *** ***
Coved resilient sheeting; as Appendix AA to
Particular Specification, section M50; to
circular surfaces
AL391.2 3 mm thick vinyl x 150 mm high skirting m *** *** ***
CEILING SYSTEMS
Acoustic mineral fibre tile; type 11; with
rectangular edge; 600 x 600 mm wide; with matt
finish surface pores of random pattern to the
approval of the Engineer; exposed aluminium
24mm tee arid system with powder coated
finish; to reinforced concrete structural
soffit; threaded hanger rods; as Appendix AA
to Particular Specification, section K40
Depth of suspension: 1500 - 2000 mm
AM130.1 25 mm thick; 1 hour fire rating m2 *** *** ***
Lay-in mineral fibre tile; type 12; with
rectangular edge; moisture resistant; 600 x
600mm with scrubbable vinyl plastic paint
finish; exposed aluminium 24mm tee grid system
with powder coated finish; to reinforced
concrete structural soffit; threaded hanger
rods; as Appendix AA to Particular
Specification, section K40
Depth of suspension: 1500 - 2000 mm
AM130.2 25mm thick m2 *** *** ***
Depth of suspension: 4000 - 4500 mm
AM130.3 25mm thick m2 *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF4.1/24 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSP4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
CEILING SYSTEMS
Double layer suspended ceiling; type 14;
durasteel metal ceiling as top layer; size and
fixings to manufacturer's instruction; finish
to the approval of the Engineer; grid type to
be approved by the Engineer; to reinforced
concrete structural soffit; hangers to be
recommended by the manufacturers; acoustic
mineral fibre tile as bottom layer; with
rectangular edge: 600 x 600 mm wide; with matt
finish with surface pores of random pattern to
the approval of Engineer; exposed aluminium 24
mm tee grid system with powder coated finish;
suspended on frame of durasteel metal ceiling;
threaded hangers rods; as Appendix AA to
Particular Specification, section K40
Depth of suspension; not exceeding 1000 mm
AM930 top layer 6 mm thick and bottom layer 25 mm
thick; 2 hours fire rating m2 *** *** ***
SANITARY ACCESSORIES
AN100.1 Paper hand towel dispensers; T7J; stainless
steel; fixed to concrete block wall nr *** *** ***
AN100.2 Paper hand towel dispensers; T7J; stainless
steel; fixed to reinforced concrete wall nr *** *** ***
AN300 Electric hand dryers; T7H; fixed to reinforced
concrete wall nr *** *** ***
AN400.1 Toilet roll holders; stainless steel; fixed to
concrete block wall nr *** *** ***
AN400.2 Toilet roll holders; stainless steel; fixed to
reinforced concrete wall nr *** *** ***
AN600.1 Soap dispensers; stainless steel surface;
fixed to concrete block wall nr *** *** ***
AN600.2 Soap dispensers; stainless steel surface;
counter top mounted nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF4.1/25 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
SANITARY ACCESSORIES
AN900.1 Folding handrail; stainless steel; 32 mm
diameter; 2 mm (min) thick; 700 mm long;
including base plate and all other necessary
accessories; as Drawing nr LCC300/31/A16/001 nr *** *** ***
AN900.2 Grab rail; stainless steel; 32 mm diameter;
2 mm (min) thick; 600 mm long; including 80 mm
diameter x 30 mm thick stainless steel flange;
to reinforced concrete walls; as Drawing nr
LCC300/31/A16/001 nr *** *** ***
AN900.3 Waste bins; fixed to reinforced concrete wall nr *** *** ***
AN900.4 Waste bins; fixed to concrete block wall nr *** *** ***
AN900.5 Stainless steel hook; fixed to concrete block
walls; as Drawing nr LCC300/31/A40/901 nr *** *** ***
Seating; proprietary bench; wall mounted; type
T6R; 19mm thick plastic laminated plywood with
rubber protected rounded edge; 20 x 20mm
hollow section stainless including hangers and
shoe rack; as Drawing nr LCC300/31/A60/435
AN900.6 bench size 900 x 300 x 450 mm high nr *** *** ***
AN900.7 bench size 1200 x 300 x 450 mm high nr *** *** ***
GLASS ▇▇▇▇▇▇▇ AND SPECIALIST GLAZING
Framed glass screens
Structural sealant concealed framing;
stainless steel; as Appendix AA to Particular
Specification, section L10 and Drawing nr
LCC300/31/A40/422
AQ410.1 size of typical bay 600 x 2450 mm high m2 *** *** ***
AQ410.2 size of typical bay 2100 x 2450 mm high m2 *** *** ***
AQ410.3 size of typical bay 2400 x 2450 mm high m2 *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF4.1/26 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
GLASS ▇▇▇▇▇▇▇ AND SPECIALIST GLAZING
Framed glass screens (Cont'd)
Structural sealant concealed framing;
stainless steel; as Appendix AA to Particular
Specification, section L10 and Drawing nr
LCC300/31/A40/422 (Cont'd)
AQ410.4 size of typical bay 2700 x 2450 mm high m2 *** *** ***
AQ410.5 size of typical bay 600 x 2450 mm high m2 *** *** ***
AQ410.6 size of typical bay 900 x 2450 mm high m2 *** *** ***
AQ410.7 size of typical bay 2100 x 2450 mm high m2 *** *** ***
AQ410.8 size of typical bay 2400 x 2450 mm high m2 *** *** ***
Structural sealant concealed framing;
stainless steel; as Appendix AA to Particular
Specification, section L10 and Drawing nr
LCC300/31/A40/424
AQ410.9 size of typical bay 900 x 2450 mm high m2 *** *** ***
AQ410.10 size of typical bay 1200 x 2450 mm high m2 *** *** ***
AQ410.11 size of typical bay 1550 x 2450 mm high m2 *** *** ***
AQ410.12 size of typical bay 2400 x 2450 mm high m2 *** *** ***
Clear toughened laminated glass; 12 mm thick;
as Appendix AA to Particular Specification,
section L40 and Drawing nr LCC300/31/A23/001,
002
AQ420.1 fixed to stainless steel framing; size of
typical bay 600 x 2450 mm high m2 *** *** ***
AQ420.2 fixed to stainless steel framing; size of
typical bay 900 x 2450 mm high m2 *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF4.1/27 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
GLASS ▇▇▇▇▇▇▇ AND SPECIALIST GLAZING
Framed glass screens (Cont'd)
Clear toughened laminated glass; 12 mm thick;
as Appendix AA to Particular Specification,
section L40 and Drawing nr LCC300/31/A23/001,
002 (Cont'd)
AQ420.3 fixed to stainless steel framing; size of
typical bay 1200 x 2450 mm high m2 *** *** ***
AQ420.4 fixed to stainless steel framing; size of
typical bay 1550 x 2450 mm high m2 *** *** ***
AQ420.5 fixed to stainless steel framing; size of
typical bay 2100 x 2450 mm high m2 *** *** ***
AQ420.6 fixed to stainless steel framing; size of
typical bay 2400 x 2450 mm high m2 *** *** ***
AQ420.7 fixed to stainless steel framing; size of
typical bay 2700 x 2450 mm high m2 *** *** ***
GENERAL GLAZING
Mirrors
AS500.1 Mirror; stainless steel; 6 mm thick;
450 x 900 mm high; vandal resistant; mounted
to wall; including fixing bolt nr *** *** ***
Glass mirror; 6 mm thick; with 18 mm thick
backing board; stainless steel angle frame;
stainless steel screw, sealant and sealing
tape; as drawing nr. LCC300/31/A60/407
AS500.2 size 450 x 600 mm high nr *** *** ***
AS500.3 size 1400 x 900 mm high nr *** *** ***
AS500.4 size 1900 x 900 mm high nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF4.1/28 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity
and Rate columns entered with "N/A".
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF4.1/29 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.1 ***
----------
Rev.1 : 28 June 2002
Addendum No. 1 LSF4.1/30 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.1 F4.1 : Duty Free - ABWF
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSF4.1
: Duty Free - ABWF
Page No. LSF4.1/1 ***
Page No. LSF4.1/2 ***
Page No. LSF4.1/3 ***
Page No. LSF4.1/4 ***
Page No. LSF4.1/5 ***
Page No. LSF4.1/6 ***
Page No. LSF4.1/7 ***
Page No. LSF4.1/8 ***
Page No. LSF4.1/9 ***
Page No. LSF4.1/10 ***
Page No. LSF4.1/11 ***
Page No. LSF4.1/12 ***
Page No. LSF4.1/13 ***
Page No. LSF4.1/14 ***
Page No. LSF4.1/15 ***
Page No. LSF4.1/16 ***
Page No. LSF4.1/17 ***
Page No. LSF4.1/18 ***
Page No. LSF4.1/19 ***
Page No. LSF4.1/20 ***
Page No. LSF4.1/21 ***
Page No. LSF4.1/22 ***
Page No. LSF4.1/23 ***
Page No. LSF4.1/24 ***
Page No. LSF4.1/25 ***
Page No. LSF4.1/26 ***
Page No. LSF4.1/27 ***
Page No. LSF4.1/28 ***
Page No. LSF4.1/29 ***
Page No. LSF4.1/30 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSF4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF4.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.2 F4.2 : Duty Free Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
PAINTING
Emulsion paint; with one coat thinned with
water in accordance with the manufacturer's
recommendation and two unthinned coat; as
Appendix AA to Particular Specification,
section M60
Plaster and render
V543 surfaces inclined at an angle exceeding 60
degrees to the horizontal m2 *** *** ***
Emulsion paint; anti-fungal; with one coat
thinned with water in accordance with
manufacturer's recommendation and two
unthinned coat; as Appendix AA to Particular
Specification, section M60
Plaster and render
V544 soffit surfaces and lower surfaces inclined at
an angle not exceeding 60 degrees to the
horizontal m2 *** *** ***
Anti-dust sealer; with one coat polymer single
component weather resistant top coat and one
base coat; as Architectural Specification
section 64.4
Concrete
V934 soffit surfaces and lower surfaces inclined at
an angle not exceeding 60 degrees to the
horizontal m2 *** *** ***
Cement and sand screed
V991 upper surfaces inclined at an angle not
exceeding 30 degrees to the horizontal m2 *** *** ***
Granolithic skirting 150mm high
V993 surfaces inclined at an angle exceeding 60
degrees to the horizontal m *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF4.2/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.2 F4.2 : Duty Free Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
IRONMONGERY
Hinges; as Appendix AA to Particular
Specification, section ▇▇▇
▇▇▇▇▇ Type H1; size 114 x 114mm; fixed to
galvanised steel nr *** *** ***
Locks, latches and bolts; as Appendix AA to
Particular Specification, section P21
Lock cases
AD319 type L1; fixed to galvanised steel nr *** *** ***
Bolts
AD339 type FB1; fixed to galvanised steel nr *** *** ***
Closers and selectors: as Appendix
AA to Particular Specification, section P21
Door closers
AD490 type CL1A; fixed to galvanised steel nr *** *** ***
Handles with backplates: as Appendix AA to
Particular Specification, section P21
Pull handles
AD520 type PH1; with 300 x 100 x 1.6mm backplates;
fixed to galvanised steel nr *** *** ***
Kick plates; as Appendix AA to Particular
Specification, section ▇▇▇
▇▇▇▇▇ Type Kl; 740 x 200 x 1.6mm thick; fixed to
galvanised steel nr *** *** ***
Accessories; as Appendix AA to Particular
Specification, section P21
Door stops
AD810 type ST1; fixed to galvanised steel nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF4.2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.2 F4.2 : Duty Free Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
IRONMONGERY
Accessories; as Appendix AA to Particular
Specification, section P21 (Cont'd)
Dust proof strike
AD890.1 type ECS; fixed to galvanised steel nr *** *** ***
Co-ordinator
AD890.2 type DC1; fixed to galvanised steel nr *** *** ***
METAL DOORS AND FRAMES
One hour fire rated doors and frames; as
Appendix AA to Particular Specification,
section L20
Galvanised steel with polyester powder coated
finish; door type 06C; door frame width 210mm
(max.); head and jamb type A
AE300 1650mm width x 2250mm high nr *** *** ***
PLASTERING, RENDERING AND WALL LININGS
Walls and columns
Acoustic plaster; with density not less than
48kg/m2; as Particular Specification P35
AJ121.1 50 mm thick; to receive acoustically
transparent membrane m2 *** *** ***
Acoustic plaster; with density not less than
48kg/m2; as Particular Specification section
P35; to circular surfaces
AJ121.2 50 mm thick; to receive acoustically
transparent membrane m2 *** *** ***
Gypsum plaster; as Appendix AA to Particular
Specification, section M20
AJ122.1 10 mm thick; to receive emulsion paint m2 *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF4.2/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.2 F4.2 : Duty Free Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL LININGS
Walls and columns (Cont'd)
Gypsum plaster; as Appendix AA to Particular
Specification, section M20; to circular
surfaces
AJ122.2 10 mm thick; to receive emulsion paint m2 *** *** ***
Acoustic transparent membrane; as Particular
Specification section P35
AJ169.1 fixed to acoustic plaster m2 *** *** ***
Acoustic transparent membrane; to circular
surface; as Particular Specification section
P35
AJ169.2 fixed to acoustic plaster m2 *** *** ***
Floors
Cement and sand (1:3) screed; with trowelled
finish for wearing surfaces; as Appendix AA to
Particular Specification, section M10
AJ232 with steel fabric reinforcement; 100 mm thick;
to receive anti-dust sealer m2 *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.2 : 28 October 2002 LSF4.2/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.2 F4.2 : Duty Free Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL LININGS
Ceilings including sides and soffits of
attached beams; 3.5 to 5.0m high
Cement and sand (1:3) plaster; as
Architectural Specification section 67.2
AJ321.1 15 mm thick; to receive anti-fungal emulsion
paint m2 *** *** ***
Acoustic plaster; with density not less than
48kg/m2; as Particular Specification P35
AJ321.2 50 mm thick; to receive acoustically
transparent membrane m2 *** *** ***
Acoustic transparent membrane; as Particular
Specification section P35
AJ369 fixed to acoustic plaster m2 *** *** ***
Skirtings, ▇▇▇▇▇, channels, wall strings, open
strings, curb strings, cornices, mouldings and
the like
Granolithic screed; with trowelled finish for
wearing surfaces; as Architectural
Specification section 67.1
AJ740.1 coved at base; 25mm thick; 150 mm high
skirting; to receive anti-dust sealer m *** *** ***
Granolithic screed; with trowelled finish for
wearing surfaces; as Architectural
Specification section 67.1; to circular
surfaces
AJ740.2 coved at base; 25mm thick; 150 mm high
skirting; to receive anti-dust sealer m *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF4.2/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.2 F4.2 : Duty Free Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity
and Rate columns entered with "N/A".
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF4.2/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.2 F4.2 : Duty Free Plant Rooms - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF4.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF4.2/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F4 : Duty Free
Lump Sum Item LSF4.2 F4.2 : Duty Free Plant Rooms - ABWF
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSF4.2
: Duty Free Plant Rooms - ABWF
Page No. LSF4.2/1 ***
Page No. LSF4.2/2 ***
Page NO. LSF4.2/3 ***
Page NO. LSF4.2/4 ***
Page No. LSF4.2/5 ***
Page No. LSF4.2/6 ***
Page No. LSF4.2/7 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSF4.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSF4.2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F5 : Shared Facilities
Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
PRECAST CONCRETE
Lintels: concrete class 40/20
H809.1 cross sectional area 140 x 200 mm in depth;
nominally 73 kg per metre m *** *** ***
H809.2 cross sectional area 140 x 200 mm in depth;
nominally 75 kg per metre m *** *** ***
H900 Precast reinforced concrete bollard; type
X1A; 300mm diameter; 1500 mm long; with 25 x 25
mm recess; as Drawing nr LCC300/31/A24/704 nr *** *** ***
STRUCTURAL METALWORK
Fabrication of members for frames: weldable
structural Steel to Grade 43A to BS 4360
Columns; 120 x 80 x 5mm thick square hollow
sections
?311 straight on plan t *** *** ***
Plates or flats; 250 x 100 x 10mm
M391.1 straight on plan t *** *** ***
Brackets; 150 x 90 x 10 mm
M391.2 straight on plan t *** *** ***
Cap plates; 120 x 80 x 3 mm
M391.3 straight on plan t *** *** ***
Erection of members for frames: weldable
structural steel Grade 43A to BS 4360
M620 Permanent erection t *** *** ***
M690.1 Hilti; anchor bolts; H.S.L. M12 or products
having equivalent functions or performance nr *** *** ***
M690.2 Hilti; anchor bolts; H.S.L. M16 or products
having equivalent functions or performance nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF5.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F5 : Shared Facilities
Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK
Hot dip galvanised mild steel
Ladders; stringers 40 mm diameter; min 3 mm
thick; rungs 20 mm diameter; including safety
hoops and return stringers
N130 type 3; as Drawing nr LCC300/31/A24/503-505 m *** *** ***
Stainless steel tubular to BS 6323 : Part 1
and BS 6323 : Part 8
Handrails to public ramps; comprising 50 mm
diameter x 3 mm thick top and intermediate
rails, handrail brackets and cover plates,
fixed to concrete at 1200 mm centres; as
Drawing nr LCC300/31/A30/009
N140.1 overall height 350 mm m *** *** ***
Stainless steel tubular to BS 6323 : Part 1
and BS 6323 : Part 8 (Cont'd)
Railings to public ramps; comprising 50 mm
diameter x 3 mm thick top and intermediate
rails, standards and cover plates fixed to
concrete at 1200 mm centres; as Drawing nr
LCC300/31/A30/009
N140.2 exposed height 850 mm m *** *** ***
Stainless steel
Miscellaneous framing
N161 angle section; 60 x 60 x l0mm m *** *** ***
Galvanised iron to BS 3049
N140.3 Guard rail; 50 mm diameter tube with flanged
ends; 1000 x 1700 x 1000 mm high above ground
floor; including finishes; as Drawing nr
LCC300/31/A24/701 m *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF5.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F5 : Shared Facilities
Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
ROADS AND PAVINGS
Sub-bases, flexible road bases and surfacing
Granular material as General Specification
clause 6.07
R116 depth 225 mm m2 *** *** ***
Concrete pavements
Carriageway slabs; concrete grade 30/20
R425 depth 190 mm m2 *** *** ***
Steel fabric reinforcement to BS 4483
R445 nominal mass 5-6 kg/m2; fabric reference C636 m2 *** *** ***
Deformed mild steel bar reinforcement to
BS4449
R476 nominal size 20 mm t *** *** ***
??80 Waterproofing membranes below concrete
pavements; impermeable polythene sheeting
0.125 mm nominal thickness m2 *** *** ***
Joints in concrete pavements
Isolation joints
R595 depth of joints 150-200 mm; 10 mm thick
approved compressible joint filler; top
pointed with 20 x 20 mm deep approved joint
sealant on bond breaker tape m *** *** ***
Kerb channels and edgings
Precast concrete ▇▇▇▇▇ of Highways Department
types Kl, K2 and K3; overall cross-section 125
mm wide x 250 mm high
R611 straight or curved to radius exceeding 12 m;
including cement and sand (1:3) haunching, and
concrete bed and backing grade 20/20 m *** *** ***
R612 curved to radius not exceeding 12 m; including
cement and sand (1:3) haunching, and concrete
bed and backing grade 20/20 m *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF5.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F5 : Shared Facilities
Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
ROADS AND PAVINGS
Kerb channels and edgings (Cont'd)
In situ concrete ▇▇▇▇▇ and edging
R644 drops; concrete grade 40/20; 1500 x 750 x 125
mm (max) high; as Drawing nr LCC300/31/A24/707 nr *** *** ***
R690 Type W4A kerb; approximate size 2100 x 150
(average) x 250 mm high; as Drawing nr
LCC300/31/A24/705 nr *** *** ***
Light duty Payments
Hardcore base; well consolidated
R723 depth 60-100 mm m2 *** *** ***
R780 Precast concrete block; 100 x 200 x 60 mm
thick; laid in herringbone pattern; on and
including 30 mm thick sand course m2 *** *** ***
Ancil1aries
Surface markings conforming to the diagrams or
reference stated in the item descriptions,
which are taken from the Transport Planning
and Design Manual, volume 3 Chapter 5 - Road
markings (April 1987); using reflectorised
thermoplastic materials in accordance with BS
3262
R824 continuous parking lines m *** *** ***
R825 intermittent lines; road traffic (traffic
control) regulation 1989 edition m *** *** ***
R890 Wall guard; type WOA; galvanised mild steel;
overall size 90 x 90 x 1200 mm high; including
all necessary fixing accessories and finishes;
as Drawing nr LCC300/31/A24/701 nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF5.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F5 : Shared Facilities
Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
BRICKWORK, BLOCKWORK AND MASONRY
Dense concrete blockwork; compressive strength
7.0N/mm2 stretcher bond; in cement/lime mortar;
flush pointed; as Appendix AA to Particular
Specification, section F10
Thickness: 140mm,
U511.1 vertical straight walls m2 *** *** ***
Thickness: 140mm; 2 hours fire rating
U511.2 vertical straight walls m2 *** *** ***
Ancillaries
U581 joint reinforcement; 24 gauge galvanised
expanded steel mesh; 300mm wide m *** *** ***
U583 movement joints; fire rated filler; 140 mm in
depth; as Drawing nr LCC300/31/A24/154, 156 m *** *** ***
U586 fixings and ties; galvanised mild steel dove
tail ties m2 *** *** ***
U589 head restraint; galvanised mild steel angle;
70 x 70 x 3mm thick; sleeved and dowelled into
blockwork at 2000mm centres m *** *** ***
PAINTING
Emulsion paint; with one coat thinned with water
in accordance with manufacturer's recommendation
and two unthinned coats; as Appendix AA to
Particular Specification, section M60
Plaster and render
V543 surfaces inclined at an angle exceeding 60
degrees to the horizontal m2 *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF5.1/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F5 : Shared Facilities
Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
PAINTING
Emulsion paint: anti-fungal; with one coat
thinned with water in accordance with
manufacturer's recommendation and two
unthinned coats; as Appendix AA to Particular
Specification, section M60
Plaster and render
V544 soffit surfaces and lower surfaces inclined at
an angle not exceeding 60 degrees to the
horizontal m2 *** *** ***
Synthetic paint; with one coat recommended
primer, two undercoats and one finishing coat;
as Appendix AA to Particular Specification,
section M60
Metal other than metal sections and pipework
V915 isolated surfaces of width or girth not
exceeding 500mm m2 *** *** ***
Anti-dust sealer; with one coat polymer
single component weather resistant top coat
and one base coat; as Architectural
Specification section 64.4
Concrete
V934 soffit surfaces and lower surfaces inclined at
an angle not exceeding 60 degrees to the
horizontal m2 *** *** ***
Cement and sand screed
V991 upper surfaces inclined at an angle not
exceeding 30 degrees to the horizontal m2 *** *** ***
Granolithic skirting 150mm high
V993 surfaces inclined at an angle exceeding 60
degrees to the horizontal m *** *** ***
--------------------------------------------------------------------------------------------------------------
TO Collection of Lump Sum Item LSF5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF5.1/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F5 : Shared Facilities
Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
MISCELLANEOUS WORKS
Fences
Metal crash barriers
X181.1 type W1B; 10500mm long x 800mm high nr *** *** ***
X181.2 type W2A; galvanised mild steel; a set of four
circular rail; height not exceeding 1 m above
finished floor level; including finishes; as
Drawing nr LCC300/31/A60/132 nr *** *** ***
X181.3 type W2B; galvanised mild steel; a set of four
circular rail; height not exceeding 1 m above
finished floor level; including finishes; as
Drawing nr LCC300/31/A60/132 nr *** *** ***
Gates and ▇▇▇▇▇▇
Metal field gates
X234 type W5; galvanised iron; width 2.5-3m; 1100mm
high from finished floor level; including
finishes; as Drawing nr LCC300/31/A24/701 nr *** *** ***
IRONMONGERY
Hinges: as Appendix AA to Particular
Specification, section ▇▇▇
▇▇▇▇▇ Type H1; size 114 x 114mm; fixed to galvanised
steel nr *** *** ***
Locks, latches and bolts: as Appendix AA to
Particular Specification, section P21
Lock cases
AD319.1 type L1; fixed to galvanised steel nr *** *** ***
AD319.2 type L3; fixed to galvanised steel nr *** *** ***
Bolts
AD339.1 type FB1; fixed to galvanised steel nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF5.1/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F5 : Shared Facilities
Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
IRONMONGERY
Locks, latches and bolts; as Appendix AA to
Particular Specification, section P21 (Cont'd)
Panic bolt
AD339.2 type ED2; fixed to galvanised steel nr *** *** ***
AD339.3 type ED3; fixed to galvanised steel nr *** *** ***
Closers and selectors; as Appendix AA to
Particular Specification, section P21
Door closers
AD490.1 type CL1; fixed to galvanised steel nr *** *** ***
AD490.2 type CL1A; fixed to galvanised steel nr *** *** ***
AD490.3 type CL2A; fixed to galvanised steel nr *** *** ***
Handles with backplates; as Appendix AA to
Particular Specification, section P21
Pull handles
AD520 type PH1; with 300 x 100 x 1.6mm backplates;
fixed to galvanised steel nr *** *** ***
Push plates; as Appendix AA to Particular
Specification, section ▇▇▇
▇▇▇▇▇ Type PP1; 300 x 100 x 1.6mm thick; fixed to
galvanised steel nr *** *** ***
Kick plates; as Appendix AA to Particular
Specification, section P21
AD700.1 Type K1; 740 x 200 x 1.6mm thick; fixed to
galvanised steel nr *** *** ***
AD700.2 Type K1; 890 x 200 x 1.6mm thick; fixed to
galvanised steel nr *** *** ***
AD700.3 Type K1; 1040 x 200 x 1.6mm thick; fixed to
galvanised steel nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF5.1/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F5 : Shared Facilities
Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
IRONMONGERY
Accessories; as Appendix AA to Particular
Specification, section P21
Door stops
AD810 type ST1; fixed to galvanised steel nr *** *** ***
Wall bumper
AD840 type ST2; fixed to galvanised steel door leaf and
concrete wall nr *** *** ***
Threshold
AD890.1 type T1; fixed to galvanised steel nr *** *** ***
Dust proof strink
AD890.2 type ECS nr *** *** ***
co-ordinator
AD890.3 type DC1 nr *** *** ***
METAL DOORS AND FRAMES
Non-fire rated doors and frames; as Appendix AA to
Particular Specification, section L20
Galvanised steel with polyester powder coated
finish; door type 06; door frame width 210mm
(max.), head and jamb type A
AE100.1 1350mm width x 2150mm high nr *** *** ***
AE100.2 1950mm width x 2250mm high nr *** *** ***
Half hour fire rated doors and frames; as Appendix
AA to Particular Specification, section L20
Galvanised steel with paint finish; door type 06;
door frame width 210mm (max.); head and jamb
type A
AE220 2250mm width x 2150mm high nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF5.1/9 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F5 : Shared Facilities
Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
METAL DOORS AND FRAMES
One hour fire rated doors and frames; as Appendix
AA to Particular Specification, section L20
Galvanised steel with paint finish; door type 02;
door frame width 210mm (max.); head and jamb
type A
AE320.1 1050mm width x 2150mm high; with 200 x 800mm
vision panels nr *** *** ***
Galvanised steel with paint finish; door type 07;
door frame width 210mm (max.); head and jamb
type A
AE320.2 2250mm width x 2150mm high; with 200 x 800mm
vision panels nr *** *** ***
Galvanised steel with paint finish; door type 06C;
door frame width 210mm (max.); head and jamb
type A
AE320.3 1650mm width x 2150mm high nr *** *** ***
AE320.4 2550mm width x 2150mm high nr *** *** ***
METAL SHUTTERS, WINDOWS AND LOUVRES
Shutters
Non-fire rated slat shutters; electrical operating
system; drop down type; with exposed key switch
boxes mounted on both sides of shutter; as
Appendix AA to Particular Specification, section
L20 and Drawing nr LCC300/31/A24/801-803
AF121 stainless steel; exposed rail; standard hood
(fixed inside room); typhoon resistant;
approximate size 6800 x 4740mm high nr *** *** ***
SPECIALIST ARCHITECTURAL METALWORK
Metal fire hose reel cabinets
AH200.1 Sprinkler Control Valve doors; stainless steel;
including door frame; 6 nos. of door panels;
overall size 3500 x 1465mm high; as Drawing nr
LCC300/31/A24/321 nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No.1 LSF5.1/10 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F5 : Shared Facilities
Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
SPECIALIST ARCHITECTURAL METALWORK
Metal fire hose reel cabinets (Cont'd)
AH200.2 Hose reel cabinet door; piano hinged; including
stainless steel collar surround fixed to
reinforced concrete blockout opening with
galvanised mild steel fixing lugs; 8mm (minimum)
tempered glass front door; size 1190 x 860mm high
x 150mm thick; all associated ironmongery; as
Drawing nr LCC300/31/A24/301 and 302 nr *** *** ***
Ancillaries
AH840.1 Metal guard rail; twin rail; stainless steel; to
dog kennel; circular bent; including 2 nos. of
vertical post and all other fixing accessories;
each module are of 2100 mm x 850 mm high from
finished floor level; as Drawing nr
LCC300/31/A24/716 m *** *** ***
AH840.2 Metal guard rail; twin rail; stainless steel; to
loading bay; circular bent; including 9 nos. of
vertical post and all other fixing accessories;
12000 long x 850mm high from finished floor level;
as Drawing nr LCC300/31/A24/716 m *** *** ***
AH890.1 Stainless steel feature moulding stainless steel;
grade 4; 3mm thick; hairline finish; fixed to
stainless steel shims and bolts; to reinforced
concrete wall; as Appendix AA to Particular
Specification, section H75 and Drawing nr
LCC300/31/A24/901 m *** *** ***
AH890.2 Stainless steel framed fire services inlet door;
with 6mm wired toughened glass panel; as Drawing
nr LCC300/31/A24/305 nr *** *** ***
AH890.3 Cast iron; 25mm thick 600 x 300mm channel cover;
as Drawing nr LCC300/31/A24/605 nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 October 2002 LSF5.1/11 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F5 : Shared Facilities
Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
SIGNS AND ADVERTISING PANELS
Signs
Illuminated; as Drawing nr LCC300/31/A70/001
AI110 exit signs nr *** *** ***
Non-illuminated; vinyl graphics as Drawing nr
LCC300/31/A70/001
AI120.1 hose reel signs nr *** *** ***
AI120.2 sprinkler inlet signs nr *** *** ***
AI120.3 fire alarm signs nr *** *** ***
PLASTERING, RENDERING AND WALL LININGS
Walls and columns
Cement and sand (1:3) render; waterproof; as
Architectural Specification section 67.2
AJ110 15mm thick; to wall of hose reel cabinet m2 *** *** ***
Gypsum plaster; as Appendix AA to Particular
Specification, section M20
AJ122.1 10mm thick; to receive emulsion paint m2 *** *** ***
Gypsum plaster; as Appendix AA to Particular
Specification, section M20; to circular surfaces
AJ122.2 10mm thick; to receive emulsion paint m2 *** *** ***
Wall linings; as Drawing nr LCC300/31/A04/156
AJ162 2 hours fire rated board; 10mm thick; fixed to m2 *** *** ***
metal sections
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF5.1/12 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F5 : Shared Facilities
Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL LININGS
Floors
Cement and sand (1:3) render; waterproof; as
Architectural Specification section 67.2
AJ210 25mm thick; to floor of hose reel cabinet m2 *** *** ***
Cement and sand (1:3) screed; with trowelled
finish for wearing surfaces; as Appendix AA to
Particular Specification, section M10
AJ232 with steel fabric reinforcement; 100mm thick; to
receive anti-dust sealer m2 *** *** ***
Ceilings including sides and soffits of attached
beams
Cement and sand (1:3) render; waterproof; as
Architectural Specification section 67.2
AJ310 25mm thick; to soffit of hose reel cabinet m2 *** *** ***
Ceilings including sides and soffits of attached
beam; 3.5-5m high
Cement and sand (1:3) plaster; as Architectural
Specification section 67.2
AJ321 15mm thick; to receive anti-fungal emulsion paint m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF5.1/13 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F5 : Shared Facilities
Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL LININGS
Skirtings, ▇▇▇▇▇, channels, wall strings, open
strings, curb strings, cornices, mouldings and the
like
Granolithic screed; with trowelled finish for
wearing surfaces; as Architectural Specification
section 67.1
AJ740.1 coved at base; 25 mm thick; 150 mm high skirting
to receive anti-dust sealer m *** *** ***
Granolithic screed; with trowelled finish for
wearing surfaces; as Architectural Specification
section 67.1; to circular surfaces
AJ740.2 coved at base; 25 mm thick; 150 mm high skirting
to receive anti-dust sealer m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF5.1/14 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F5 : Shared Facilities
Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate charge
is required.
The unit of measurement for any Contractor's Other
Charges shall be "sum", with Quantity and Rate
columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF5.1/15 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F5 : Shared Facilities
Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF5.1/16 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F5 : Shared Facilities
Lump Sum Item LSF5.1 F5.1 : Shared Facilities - ABWF
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSF5.1
: Shared Facilities - ABWF
Page No. LSF5.1/1 ***
Page No. LSF5.1/2 ***
Page No. LSF5.1/3 ***
Page No. LSF5.1/4 ***
Page No. LSF5.1/5 ***
Page No. LSF5.1/6 ***
Page No. LSF5.1/7 ***
Page No. LSF5.1/8 ***
Page No. LSF5.1/9 ***
Page No. LSF5.1/10 ***
Page No. LSF5.1/11 ***
Page No. LSF5.1/12 ***
Page No. LSF5.1/13 ***
Page No. LSF5.1/14 ***
Page No. LSF5.1/15 ***
Page No. LSF5.1/16 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSF5.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF5.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F6 : External Facade
Lump Sum Item LSF6.1 F6.1 : Station Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK
Stainless steel
Miscellaneous framing
N161.1 angle section 100 x 100 x 5 mm thick m *** *** ***
N161.2 angle section 200 x 100 x 5 mm thick m *** *** ***
PAINTING
Anti-dust sealer; with one polymer single
component weather resistant top coat and one base
coat; as Architectural Specification section 64.4
Concrete
V933 surfaces inclined at an angle exceeding 60 degree
to the horizontal m *** *** ***
WATERPROOFING
Damp Proofing
Waterproof coating; 2 coats bitumen coating
W141 upper surface inclined at an angle not exceeding
30 degrees to the horizontal m2 *** *** ***
W143 surface inclined at an angle exceeding 60 degrees
to the horizontal m2 *** *** ***
W147 surface of width 300mm - 1m m *** *** ***
METAL SHUTTERS, WINDOWS AND LOUVRES
Louvres
External louvre with insect mesh; weatherproofed;
including framing, mastic sealant, waterproofing
grouting, approved expanded metal lath/plaster stop
and all other fixing accessories and support; as
Appendix AA to Particular Specification, section
L15 and Drawing nr LCC300/31/A24/901
and LCC300/31/A40/451-460
AF301.1 type L-02; stainless steel; overall size 5390 x
3540mm high nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1 : 28 June 2002
Addendum No. 1 LSF6.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F6 : External Facade
Lump Sum Item LSF6.1 F6.1 : Station Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
METAL SHUTTERS, WINDOWS AND LOUVRES
Louvres (Cont'd)
External louvre with insect mesh; weatherproofed;
including framing, mastic sealant, waterproofing
grouting, approved expanded metal lath/plaster
stop and all other fixing accessories and support;
as Appendix AA to Particular Specification,
section L15 and Drawing nr LCC300/31/A24/901 and
LCC300/31/A40/451-460 (Cont'd)
AF301.2 type L-03; stainless steel; overall size 8290 x
3540mm high; including 2 nos. of openable panels nr *** *** ***
AF301.3 type L-04; stainless steel; overall size 10950 x
6970mm high; including 2 nos. of openable panels nr *** *** ***
AF301.4 type L-05; stainless steel; overall size 3850 x
6970mm high; including 2 nos. of openable panels nr *** *** ***
AF301.5 type L-06; stainless steel; overall size 10950 x
3540mm high; including 6 nos. of openable panels nr *** *** ***
AF301.6 type L-07; stainless steel; overall size 10950 x
2225mm high nr *** *** ***
AF301.7 type L-08; stainless steel; overall size 2650 x
2225mm high nr *** *** ***
AF301.8 type L-09; stainless steel; overall size 7450 x
2225mm high nr *** *** ***
AF301.9 type L-10; stainless steel; overall size 3850 x
2225mm high nr *** *** ***
AF301.10 type L-ll; stainless steel; overall size 5390 x
2230mm high nr *** *** ***
AF301.11 type L-12; stainless steel; overall size 8290 x
2225mm high nr *** *** ***
AF301.12 type L-32; stainless steel; overall size 4750 x
1150mm high nr *** *** ***
AF301.13 type L-33; stainless steel; overall size 550 x
550mm high nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1 : 28 June 2002
Addendum No. 1 LSF6.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F6 : External Facade
Lump Sum Item LSF6.1 F6.1 : Station Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
METAL SHUTTERS, WINDOWS AND LOUVRES
Louvres (Cont'd)
External louvre with insect mesh; weatherproofed;
including framing, mastic sealant, waterproofing
grouting, approved expanded metal lath/plaster
stop and all other fixing accessories and support;
as Appendix AA to Particular Specification,
section L15 and Drawing nr LCC300/31/A24/901 and
LCC300/31/A40/451-460 (Cont'd)
AF309.1 type L-16; PVF2 finished aluminium; overall size
7150 x 3205mm high nr *** *** ***
External louvre with insect mesh; weatherproofed;
fixed to stainless steelbracing (measured
separately); including framing, aluminium moulding;
mastic sealant, waterproofing grouting, approved
expanded metal lath/plaster stop and all other
fixing accessories and support; as Appendix AA to
Particular Specification, section L15 and Drawing
nr LCC300/31/A24/901, 902 and
LCC300/31/A40/456-460
AF309.2 type L-21; PVF2 finished aluminium; overall size
6900 x 3205mm high nr *** *** ***
AF309.3 type L-22; PVF2 finished aluminium; including 2
nos. of openable louvre panels; overall size 3800
x 3205mm high nr *** *** ***
AF309.4 type L-23; PVF2 finished aluminium; overall size
47200 x 3205mm high nr *** *** ***
AF309.5 type L-24; PVF2 finished aluminium; overall size
32300 x 3205mm high nr *** *** ***
AF309.6 type L-25; PVF2 finished aluminium; overall size
55200 x 3205mm high nr *** *** ***
AF309.7 type L-26; PVF2 finished aluminium; including 2
nos. of openable louvre panel; overall size
11900 x 3205mm high nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1 : 28 June 2002
Addendum No. 1 LSF6.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F6 : External Facade
Lump Sum Item LSF6.1 F6.1 : Station Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
METAL CLADDING
System metal cladding
Aluminium; polyvinylidene (PVF2); 3 coat Kynar 500
panels; 150mm thick (overall); on anti-drumming
backing board with vapour control layer;
consisting 1.2mm decarbonized steel sheet; 2mm
thick hexagon aluminium honeycomb with 0.5mm thick
colour coated steel sheet; including sealants and
all other necessary fixing accessories and
supports; as Appendix AA to Particular
Specification, section H31
AG161 walls and attached columns; 2.5 - 3.0m2 m2 *** *** ***
AG163.1 ceiling including sides and soffits of attached
beams; 1.5 - 2.0m2; 6.5 - 8.0m high m2 *** *** ***
AG163.2 ceiling including sides and soffits of attached
beams; 2.0 - 2.5m2; 6.5 - 8.0m high m2 *** *** ***
Proprietary aluminium cladding trim to edge beam;
including mastic joint; stainless steel brackets
and all structural framing; as Appendix AA to
Particular Specification, section H31 and Drawing
nr LCC300/31/A60/611 to /617
AG163.3 ceilings including sides and soffits of attached
beams; not exceeding 1.0m2, 6.5-8.0m high m2 *** *** ***
AG163.4 ceilings including sides and soffits of attached
beams; 1.0-1.5m2, 6.5-8.0m high m2 *** *** ***
AG163.5 ceilings including sides and soffits of attached
beams; 2.5-3.0m2, 6.5-8.0m high m2 *** *** ***
AG163.6 ceilings including sides and soffits of
attached beams; 1260 x 2400mm, 6.5-8.0m high m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1 : 28 June 2002
Addendum No. 1 LSF6.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F6 : External Facade
Lump Sum Item LSF6.1 F6.1 : Station Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
METAL CLADDING
System metal cladding (Cont'd)
Proprietary aluminium cladding trim to edge beam;
▇▇▇▇, ▇ ▇▇▇▇ ▇▇▇▇▇ ▇▇▇; including mastic sealant
joint; stainless steel brackets and all structural
framing; as Appendix AA to Particular
Specification, section H31 and Drawing nr
LCC300/31/A60/611, 612
AG165.1 coping; approximate size 2260 x 1693mm high
(extreme) m *** *** ***
Proprietary aluminium cladding trim to edge beam;
▇▇▇▇, ▇ ▇▇▇▇ ▇▇▇▇▇ ▇▇▇; including mastic sealant
joint; stainless steel brackets and all structural
framing; as Appendix AA to Particular
Specification, section H31 and Drawing nr
LCC300/31/A60/613
AG165.2 coping; approximate size 2000 x 1904mm high
(extreme) m *** *** ***
Proprietary aluminium cladding trim to edge beam
along grid line 1-6,22-27; ▇▇▇▇, ▇ ▇▇▇▇ ▇▇▇▇▇ ▇▇▇;
including mastic joint; stainless steel brackets
and all structural framing; as Appendix AA to
Particular Specification, section H31 and Drawing
nr LCC300/31/A23/201
AG165.3 copings; approximate size 1725 x 1390mm high
(extreme) m *** *** ***
Proprietary aluminium cladding trim to edge beam
along grid line 6-22; including mastic joint;
stainless steel brackets and all structural
framing; as Appendix AA to Particular
Specification, section H31 and Drawing nr
LCC300/31/A23/201
AG165.4 copings; approximate size 1725 x 1390mm high
(extreme) m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1 : 28 June 2002
Addendum No. 1 LSF6.1/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F6 : External Facade
Lump Sum Item LSF6.1 F6.1 : Station Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
METAL CLADDING
System metal cladding (Cont'd)
Proprietary aluminium cladding trim; ▇▇▇▇, ▇ ▇▇▇▇
▇▇▇▇▇ ▇▇▇; to edge beam along grid line 1-5,
23-27; including mastic joint; stainless steel
brackets and all structural framing; as Appendix
AA to Particular Specification, section H31 and
Drawing nr LCC300/31/A23/202
AG165.5 copings; approximate size 1725 x 1390mm high
(extreme) m *** *** ***
Proprietary aluminium cladding trim; ▇▇▇▇, ▇ ▇▇▇▇
▇▇▇▇▇ ▇▇▇; to edge beam along grid line 5-9;
19-23; including mastic sealant joint; stainless
steel brackets and all structural framing; as
Appendix AA to Particular Specification, section
H31 and Drawing nr LCC300/31/A23/202
AG165.6 copings; approximate size 1725 x 1390mm high
(extreme) m *** *** ***
Proprietary aluminium cladding trim to edge beam;
▇▇▇▇, ▇ ▇▇▇▇ ▇▇▇▇▇ ▇▇▇; including mastic sealant
joint; stainless steel brackets and all structural
framing; as Appendix AA to Particular
Specification, section H31 and Drawing nr
LCC300/31/A60/614
AG165.7 copings approximate size 1100 x 1710mm high
(extreme) m *** *** ***
Proprietary aluminium cladding trim to edge beam;
▇▇▇▇, ▇ ▇▇▇▇ ▇▇▇▇▇ ▇▇▇; including mastic sealant
joint; stainless steel brackets and all structural
framing; as Appendix AA to Particular
Specification, section H31 and Drawing nr
LCC300/31/A60/615
AG165.8 copings; approximate size 2260 x 1540mm high
(extreme) m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1 : 28 June 2002
Addendum No. 1 LSF6.1/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F6 : External Facade
Lump Sum Item LSF6.1 F6.1 : Station Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
METAL CLADDING
System metal cladding (Cont'd)
Proprietary aluminium cladding trim ▇▇▇▇, ▇ ▇▇▇▇
▇▇▇▇▇ ▇▇▇; to edge beam along grid line 5-25;
including mastic sealant joint; stainless steel
brackets and all structural framing; as Appendix
AA to Particular Specification, section H31 and
Drawing nr LCC300/31/A60/616
AG165.9 copings; approximate size 815 x 1710mm high
(extreme) m *** *** ***
Proprietary aluminium cladding trim to edge beam
along grid line 1; including mastic sealant joint;
stainless steel brackets and all structural
framing; as Appendix AA to Particular
Specification, section H31 and Drawing nr
LCC300/31/A23/203
AG165.10 copings; approximate size 2925 x 1390mm high
(extreme) m *** *** ***
Proprietary aluminium cladding trim to edge beam
along grid line 27; including mastic sealant
joint; stainless steel brackets and all structural
framing; as Appendix AA to Particular
Specification section H31 and Drawing nr
LCC300/31/A23/203
AG165.11 copings; approximate size 2925 x 1390mm high
(extreme) m *** *** ***
SPECIALIST ARCHITECTURAL METALWORK
Ancillaries
AH890 Stainless steel fins; stainless steel; grade 4;
3mm thick; hairline finish; fixed to stainless
steel shims and bolts; to reinforced concrete
wall; as Appendix AA to Particular Specification
Section H75 and Drawing nr LCC300/31/A24/901 m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1 : 28 June 2002
Addendum No. 1 LSF6.1/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F6 : External Facade
Lump Sum Item LSF6.1 F6.1 : Station Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CURTAIN ▇▇▇▇▇▇▇
Vision areas
Framing; PVF2 coated aluminium; steel subframe
grey/silver colour; 3mm (minimum) thick film;
including approved insulation and weather/moisture
resistant board at upper sides; neoprene gasket
movement joint; as Appendix AA to Particular
Specification, section H11 and Drawing nr
LCC300/31/A04/518, A23/101-119, except 103 and
104/A60/611 to 617
AP110.1 size of typical bay 1200 x 720mm high m2 *** *** ***
AP110.2 size of typical bay 1200 x 850mm high m2 *** *** ***
AP110.3 size of typical bay 1200 x 1200mm high m2 *** *** ***
AP110.4 size of typical bay 1200 x 1405mm high m2 *** *** ***
AP110.5 size of typical bay 1200 x 1440mm high m2 *** *** ***
AP110.6 size of typical bay 1800 x 1200mm high m2 *** *** ***
AP110.7 size of typical bay 2100 x 600mm high m2 *** *** ***
AP110.8 size of typical bay 2100 x 1200mm high m2 *** *** ***
AP110.9 size of typical bay 2400 x 600mm high m2 *** *** ***
AP110.10 size of typical bay 2400 x 720mm high m2 *** *** ***
AP110.11 size of typical bay 2400 x 820mm high m2 *** *** ***
AP110.12 size of typical bay 2400 x 850mm high m2 *** *** ***
AP110.13 size of typical bay 2400 x 1059mm high m2 *** *** ***
AP110.14 size of typical bay 2400 x 1200mm high m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 2 : 28 October 2002 LSF6.1/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F6 : External Facade
Lump Sum Item LSF6.1 F6.1 : Station Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CURTAIN ▇▇▇▇▇▇▇
Vision areas (Cont'd)
Framing; PVF2 coated aluminium; steel subframe
grey/silver colour; 3mm (minimum) thick film;
including approved insulation and weather/moisture
resistant board; neoprene gasket movement joint;
as Appendix AA to Particular Specification,
section H11 and Drawing nr LCC300/31/A04/518,
A23/101-119, except 103 and 104/A60/611 to 617
(Cont'd)
AP110.15 size of typical bay 2400 x 1405mm high m2 *** *** ***
AP110.16 size of typical bay 2400 x 1440mm high m2 *** *** ***
Framing; openable; PVF2 coated aluminium;
grey/silver colour; 3mm (minimum) thick film; as
Appendix AA to Particular Specification, section
H11 and Drawing nr LCC300/31/A23/101, 102, 106
AP110.17 size of typical bay 1200 x 1405mm high m2 *** *** ***
AP110.18 size of typical bay 1200 x 2095mm high m2 *** *** ***
Proprietary tinted tempered glass; 10mm (minimum)
thick; including structure sealant butt joint; as
Appendix AA to Particular Specification, section
H11 and Drawing nr LCC300/31/A23/101-119
except 103 and 104
AP120.1 fixed to aluminium framing; size of typical bay
1200 x 850mm high m2 *** *** ***
AP120.2 fixed to aluminium framing; size of typical bay
1200 x 1200mm high m2 *** *** ***
AP120.3 fixed to aluminium framing; size of typical bay
1200 x 1405mm high m2 *** *** ***
AP120.4 fixed to aluminium framing; size of typical bay
1200 x 2095mm high m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 2 : 28 October 2002 LSF6.1/9 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F6 : External Facade
Lump Sum Item LSF6.1 F6.1 : Station Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CURTAIN ▇▇▇▇▇▇▇
Vision areas (Cont'd)
Proprietary tinted tempered glass; 10mm (minimum)
thick; including structure sealant butt joint; as
Appendix AA to Particular Specification, section
H11 and Drawing nr LCC300/31/A23/101-119
except 103 and 104 (Cont'd)
AP120.5 fixed to aluminium framing; size of typical bay
1800 x 1200mm high m2 *** *** ***
AP120.6 fixed to aluminium framing; size of typical bay
2100 x 600mm high m2 *** *** ***
AP120.7 fixed to aluminium framing; size of typical bay
2100 x 1200mm high m2 *** *** ***
AP120.8 fixed to aluminium framing; size of typical bay
2400 x 720mm high m2 *** *** ***
AP120.9 fixed to aluminium frame; size of typical bay 2400
x 820mm high m2 *** *** ***
AP120.10 fixed to aluminium framing; size of typical bay
2400 x 850mm high m2 *** *** ***
AP120.11 fixed to aluminium framing; size of typical bay
2400 x 1059mm high m2 *** *** ***
AP120.12 fixed to aluminium frame; size of typical bay
2400 x 1200mm high m2 *** *** ***
AP120.13 fixed to aluminium framing; size of typical bay
2400 x 1405mm high m2 *** *** ***
AP120.14 fixed to aluminium framing; size of typical bay
2400 x 1440mm high m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 2 : 28 October 2002 LSF6.1/10 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F6 : External Facade
Lump Sum Item LSF6.1 F6.1 : Station Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CURTAIN ▇▇▇▇▇▇▇
Vision areas (Cont'd)
Green tinted tempered glass; 6mm (minimum) thick;
including structural sealant butt joint; as
Appendix AA to Particular Specification, section
H11 and Drawing nr LCC300/31/A23/101-119 except
103 and 104
AP120.15 fixed to aluminium framing; size of typical bay
1200 x 720mm high m2 *** *** ***
AP120.16 fixed to aluminium framing; size of typical bay
1200 x 1200mm high m2 *** *** ***
AP120.17 fixed to aluminium framing; size of typical bay
1200 x 1440mm high m2 *** *** ***
AP120.18 fixed to aluminium framing; size of typical bay
2400 x 600mm high m2 *** *** ***
AP120.19 fixed to aluminium frame; size of typical bay 2400
x 1200mm high m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 2 : 28 October 2002 LSF6.1/11 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F6 : External Facade
Lump Sum Item LSF6.1 F6.1 : Station Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate charge
is required.
The unit of measurement for any Contractor's Other
Charges shall be "sum", with Quantity and Rate
columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1 : 28 June 2002
Addendum No. 1 LSF6.1/12 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F6 : External Facade
Lump Sum Item LSF6.1 F6.1 : Station Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1 : 28 June 2002
Addendum No. 1 LSF6.1/13 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F6 : External Facade
Lump Sum Item LSF6.1 F6.1 : Station Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
NOT USED
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1 : 28 June 2002
Addendum No. 1 LSF6.1/14 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F6 : External Facade
Lump Sum Item LSF6.1 F6.1 : Station Facade
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSF6.1
: Station Facade
Page No. LSF6.1/1 ***
Page No. LSF6.1/2 ***
Page No. LSF6.1/3 ***
Page No. LSF6.1/4 ***
Page No. LSF6.1/5 ***
Page No. LSF6.1/6 ***
Page No. LSF6.1/7 ***
Page No. LSF6.1/8 ***
Page No. LSF6.1/9 ***
Page No. LSF6.1/10 ***
Page No. LSF6.1/11 ***
Page No. LSF6.1/12 ***
Page No. LSF6.1/13 ***
Page No. LSF6.1/14 ***
--------------------------------------------------------------
Total of Lump Sum Item LSF6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF6.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F6 : External Facade
Lump Sum Item LSF6.2 F6.2 : Immigration Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PAINTING
Anti-dust sealer; with one polymer single
component weather resistant top coat and one base
coat; as Architectural Specification section 64.4
Concrete
V933 surfaces inclined at an angle exceeding 60 degrees
to the horizontal m *** *** ***
METAL SHUTTERS, WINDOWS AND LOUVRES
Windows
Windows; as Appendix AA to Particular
Specification, section L10 and Drawing nr
LCC300/31/A23/001, 002, A40/401-403
AF209.1 stainless steel; size 10950 x 1200mm high nr *** *** ***
AF209.2 stainless steel; size 1190 x 1190mm high nr *** *** ***
AF209.3 stainless steel; size 4800 x 1120mm high nr *** *** ***
AF209.4 PVF2 coated aluminium; size 1190 x 1190mm high nr *** *** ***
AF209.5 PVF2 coated aluminium; openable size 1190 x 1190mm
high nr *** *** ***
Windows; top and bottom frame fixed; mullion and
lower butt jointed; as Appendix AA to Particular
Specification, section L10and Drawing nr
LCC300/31/A23/001, 002 and A40/403
AF209.6 PVF2 coated aluminium; size 5000 x 1200mm high nr *** *** ***
AF209.7 PVF2 coated aluminium; size 13600 x 1200mm high nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF6.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1 : 28 June 2002
Addendum No. 1 LSF6.2/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F6 : External Facade
Lump Sum Item LSF6.2 F6.2 : Immigration Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
METAL SHUTTERS, WINDOWS AND LOUVRES
Louvres
External louvre with insect mesh; weatherproofed;
including framing, mastic sealants, waterproofing
grouting, approved expanded metal lath/plaster
stop and all other fixing accessories and support;
as Appendix AA to Particular Specification,
section L15 and Drawing nr LCC300/31/A24/901 and
LCC300/31/A40/451-460
AF301.1 type L-01; stainless steel; overall size 11530 x
3540mm high; including 2 nos. of openable louvre
panels nr *** *** ***
AF301.2 type L-13; stainless steel; overall size 95750 x
2230mm high nr *** *** ***
AF301.3 type L-14; stainless steel; overall size 11530 x
2230mm high nr *** *** ***
AF301.4 type L-15; stainless steel; overall size 11530 x
2230mm high nr *** *** ***
AF301.5 type L-33; stainless steel; overall size 550 x
550mm high nr *** *** ***
AF309.1 type L-17; PVF2 finished aluminium; overall size
19150 x 1150mm high nr *** *** ***
AF309.2 type L-18; PVF2 finished aluminium; overall size
19150 x 955mm high nr *** *** ***
AF309.3 type L-19; PVF2 finished aluminium; overall size
35425 x 1150mm high nr *** *** ***
AF309.4 type L-20; PVF2 finished aluminium; overall size
35425 x 955mm high nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF6.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1 : 28 June 2002
Addendum No. 1 LSF6.2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F6 : External Facade
Lump Sum Item LSF6.2 F6.2 : Immigration Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
METAL SHUTTERS, WINDOWS AND LOUVRES
Louvres
External louvre with insect mesh; weatherproofed;
including framing, aluminium moulding; mastic
sealant, waterproofing grouting, approved expanded
metal lath/plaster stop and all other fixing
accessories and support; as Appendix AA to
Particular Specification, section L15 and Drawing
nr LCC300/31/A24/901, 902 and
LCC300/31/A40/459-460
AF309.5 type ▇-▇▇, ▇-▇▇; ▇▇▇▇ finished aluminium; with
four 90 degree turning and 5 nos of openable
louvre panel; overall size 71200 x 4610mm high nr *** *** ***
AF309.6 type ▇-▇▇, ▇-▇▇; ▇▇▇▇ finished aluminium; with
four 90 degree turning and 3 nos of openable
louvre panel; overall size 52000 x 4610mm high nr *** *** ***
External louvre with insect mesh; 2 hours fire
rated; weatherproofed; including framing, mastic
sealants, waterproofing grouting, approved
expanded metal lath/plaster stop and all other
fixing accessories and support; as Appendix AA to
Particular Specification, section L15 and Drawing
nr LCC300/31/A24/901 and LCC300/31/A40/451-460
AF301.6 type L-31 stainless steel; overall size 10950 x
2230mm high nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF6.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1 : 28 June 2002
Addendum No. 1 LSF6.2/3 Contract No. LCC-300
Rev. 1: 28 June 2002
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F6 : External Facade
Lump Sum Item LSF6.2 F6.2 : Immigration Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
METAL CLADDING
System metal cladding
Aluminium polyvinylidene (PVF2); 3 coats Kynar 500
panels; 150mm thick (overall); on anti-drumming
backing board with vapour control layer;
consisting 1.2mm decarbonized steel sheet; 2mm
thick hexagon aluminium honeycomb with 0.5mm thick
colour coated steel sheet; including sealants and
all other necessary fixing accessories and
supports; as Appendix AA to Particular
Specification, section H31
AG161.1 walls and attached columns; 1.0-1.5m2 m2 *** *** ***
AG161.2 walls and attached columns; 1.5-2.0m2 m2 *** *** ***
AG161.3 walls and attached columns; 2.0-2.5m2 m2 *** *** ***
AG161.4 walls and attached columns 2.5-3.0m2 m2 *** *** ***
AG163.1 ceiling including sides and soffits of attached
beams; not exceeding 1m2; 6.5 - 8.0m high m2 *** *** ***
AG163.2 ceiling including sides and soffits of attached
beams; 2.0 - 2.5m2; 6.5 - 8.0m high m2 *** *** ***
Aluminium polyvinylidene (PVF2); 3 coats Kynar 500
panels; stainless steel fins (hairline) on one
side; 150mm thick (overall); on anti-drumming
backing board with vapour control layer;
consisting 1.2mm decarbonized steel sheet; 2mm
thick hexagon aluminium honeycomb with 0.5mm thick
colour coated steel sheet; including sealants and
all other necessary fixing accessories and
supports; as Particular Specification, section H31
AG161.5 walls and attached columns m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF6.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1 : 28 June 2002
Addendum No. 1 LSF6.2/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F6 : External Facade
Lump Sum Item LSF6.2 F6.2 : Immigration Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
SPECIALIST ARCHITECTURAL METALWORK
Ancillaries
AH890.1 Stainless steel fins; stainless steel; grade 4;
3mm thick; hairline finish; fixed to stainless
steel shims and bolts; to reinforced concrete
wall; as Appendix AA to Particular Specification,
section H75 and Drawing nr LCC300/31/A24/901 m *** *** ***
AH890.2 Stainless steel copings; stainless steel; grade 4;
3mm thick; hairline finish; fixed to stainless
steel shims and bolts; to reinforced concrete wall
as Appendix AA to Particular Specification,
section H75 and Drawing nr LCC300/31/A24/901 m *** *** ***
AH890.3 PVF2 coat aluminium panel (ref.W338B); 3mm thick;
fixed to PVF2 coated aluminium window frame;
1190 x 1190mm; as Drawing nr LCC300/31/A40/401 nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF6.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1 : 28 June 2002
Addendum No. 1 LSF6.2/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F6 : External Facade
Lump Sum Item LSF6.2 F6.2 : Immigration Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL GLAZING
Glass
Laminated clear glass; 6mm thick
AS134.1 area 0.5-1m2; glazing to PVF2 coated aluminium
windows; as Appendix AA to Particular
Specification, section L40 and Drawing nr
LCC300/31/A23/001, 002 m2 *** *** ***
Laminated clear glass; 8mm thick
AS134.2 area 0.5-1m2; glazing to PVF2 coated aluminium
windows; as Appendix AA to Particular
Specification, section L40 and Drawing nr
LCC300/31/A23/001, 002 m2 *** *** ***
AS135.1 area 1.4m2; glazing to PVF2 coated aluminium
windows; as Appendix AA to Particular
Specification, section L40 and Drawing nr
LCC300/31/A23/001, 002 m2 *** *** ***
AS135.2 area 1.7m2; glazing to PVF2 coated aluminium
windows; as Appendix AA to Particular
Specification, section L40 and Drawing nr
LCC300/31/A23/001, 002 m2 *** *** ***
Laminated toughtened glass; 6mm thick; 2 hour fire
rated m2 *** *** ***
AS135.3 area 0.5-1m2; glazing to PVF2 coated aluminium
windows; as Appendix AA to Particular
Specification, section L40 and Drawing nr
LCC300/31/A23/001, 002 m2 *** *** ***
AS135.4 area 1.4m2; glazing to PVF2 coated aluminium
windows; as Appendix AA to Particular
Specification, section L40 and Drawing nr
LCC300/31/A23/001, 002 m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF6.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1 : 28 June 2002
Addendum No. 1 LSF6.2/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F6 : External Facade
Lump Sum Item LSF6.2 F6.2 : Immigration Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate charge
is required.
The unit of measurement for any Contractor's Other
Charges shall be "sum", with Quantity and Rate
columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF6.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1 : 28 June 2002
Addendum No. 1 LSF6.2/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F6 : External Facade
Lump Sum Item LSF6.2 F6.2 : Immigration Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF6.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1 : 28 June 2002
Addendum No. 1 LSF6.2/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F6 : External Facade
Lump Sum Item LSF6.2 F6.2 : Immigration Facade
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
NOT USED
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF6.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1 : 28 June 2002
Addendum No. 1 LSF6.2/9 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F6 : External Facade
Lump Sum Item LSF6.2 F6.2 : Immigration Facade
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSF6.2
: Immigration Facade
Page No. LSF6.2/1 ***
Page No. LSF6.2/2 ***
Page No. LSF6.2/3 ***
Page No. LSF6.2/4 ***
Page No. LSF6.2/5 ***
Page No. LSF6.2/6 ***
Page No. LSF6.2/7 ***
Page No. LSF6.2/8 ***
Page No. LSF6.2/9 ***
--------------------------------------------------------------
Total of Lump Sum Item LSF6.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF6.2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F6 : External Facade
Lump Sum Item LSF6.3 F6.3 : Not Used
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
NOT USED
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF6.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1 : 28 June 2002
Addendum No. 1 LSF6.3/1 Contract No. LCC-30C
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F6 : External Facade
Lump Sum Item LSF6.3 F6.3 : Not Used
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate charge
is required.
The unit of measurement for any Contractor's Other
Charges shall be "sum", with Quantity and Rate
columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF6.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1 : 28 June 2002
Addendum No. 1 LSF6.3/2 Contract No. LCC-30C
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F6 : External Facade
Lump Sum Item LSF6.3 F6.3 : Not Used
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF6.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1 : 28 June 2002
Addendum No. 1 LSF6.3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F6 : External Facade
Lump Sum Item LSF6.3 F6.3 : Not Used
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSF6.3
: Not Used
Page No. LSF6.3/1 ***
Page No. LSF6.3/2 ***
Page No. LSF6.3/3 ***
--------------------------------------------------------------
Total of Lump Sum Item LSF6.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1 : 28 June 2002
Addendum No. 1 LSF6.3/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F7 : Roof Finishes
Lump Sum Item LSF7.1 F7.1 : Station Roof
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F230 Class: 30/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Curbs; concrete category B
F692 thickness 150-300 mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F4
Vertical
G343 width 0.2-0.4 m m2 *** *** ***
Reinforcement
Deformed high yield steel bars to BS 4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
PAINTING
Synthetic paint; with one coat recommended primer,
two undercoats and one finishing coat; as Appendix
AA to Particular Specification, section M60
Metal other than metal sections and pipework
V911 upper surfaces inclined at an angle not exceeding
30 degrees to the horizontal m2 *** *** ***
V914 soffit surfaces and lower surfaces inclined at an
angle not exceeding 60 degrees to the horizontal m2 *** *** ***
V915 Isolated surfaces of width or girth not exceeding
500mm m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF7.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF7.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F7 : Roof Finishes
Lump Sum Item LSF7.1 F7.1 : Station Roof
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
WATERPROOFING
Roofing: to type 1 roofing; as Appendix AA to
Particular Specification, section J41 and Drawing
nr LCC300/31/A31/101-103
Waterproofing covering; proprietary sheet membrane
to the approval of Engineer; 2mm thick; two coats
W341 upper surface inclined at an angle not exceeding
30 degrees to the horizontal m2 *** *** ***
W346 surfaces of width not exceeding 300mm m *** *** ***
Rendering in proprietary waterproof cement render;
25mm(min) thick including sealant joint fillers
W361 upper surface inclined at an angle not exceeding
30 degrees to the horizontal m2 *** *** ***
W366 surfaces of width not exceeding 300mm m *** *** ***
W367 surfaces of width 300mm-1m m *** *** ***
Sand and cement screed; fall 1 in 90; 25mm(min)
thick
W391.1 upper surface inclined at an angle not exceeding
30 degrees to the horizontal m2 *** *** ***
50mm thick extruded rigid polystyrene insulation
board
W391.2 upper surfaces inclined at an angle not exceeding
30 degrees to the horizontal m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF7.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF7.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F7 : Roof Finishes
Lump Sum Item LSF7.1 F7.1 : Station Roof
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
WATERPROOFING
Roofing: to type 2 roofing; as Appendix AA to
Particular Specification, section J41 and Drawing
nr LCC300/31/A31/20l-202
Waterproofing sheeting; polyethylene; 1.8mm thick
W334 curved surfaces m2 *** *** ***
Sand and cement screed; 10mm (min) thick
W394.1 curved surfaces m2 *** *** ***
50mm thick thermal insulation board
W394.2 curved surfaces m2 *** *** ***
Protective layers; to type 1 and type 2 roofing;
as Appendix AA to Particular Specification,
section J41 and Drawing nr
LCC300/31/A31/101-202
Mechanically fastened waterproofing PVC roofing;
1.5mm thick; including movement joint cover strip
and forming u-channel
W424 curved surfaces m2 *** *** ***
Sand and cement screed; 25mm (min) thick
W441 upper surface inclined at an angle not exceeding
30 degrees to the horizontal m2 *** *** ***
Sand and cement screed; 10mm (min) thick
W444 curved surfaces m2 *** *** ***
ROOF TILING AND METAL ROOF CLADDING
Roof tiling
Precast reinforced concrete tiles to BS 368; to
the Engineer's review : size : 300 x 300 x 50mm
AA111 upper surface inclined at an angle not exceeding
30 degrees to the horizontal m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF7.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF7.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F7 : Roof Finishes
Lump Sum Item LSF7.1 F7.1 : Station Roof
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
SPECIALIST ARCHITECTURAL METAL WORK
Metal access panel doors
AH100 Access hatch cover; galvanised iron; approximate
900 x 900mm; including base frame; latch; tongue
and associated ironmongery; as Drawing nr
LCC300/31/A24/403 nr *** *** ***
PLASTERING, RENDERING AND WALL LININGS
Skirtings, ▇▇▇▇▇, channels, wall strings open
strings, curb strings, cornices, mouldings and the
like; to type 1 roofing; as Appendix AA to
Particular Specification, section J41 and Drawing
nr LCC300/A31/101-103
Surface channel (fall 1:100) proprietary
waterproof render including sealant joint
AJ710.1 225mm wide x 25mm (min) deep channel m *** *** ***
AJ710.2 300mm wide x 25mm (min) deep channel m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF7.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF7.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F7 : Roof Finishes
Lump Sum Item LSF7.1 F7.1 : Station Roof
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate charge
is required.
The unit of measurement for any Contractor's Other
Charges shall be "sum", with Quantity and Rate
columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF7.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF7.1/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F7 : Roof Finishes
Lump Sum Item LSF7.1 F7.1 : Station Roof
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF7.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF7.1/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F7 : Roof Finishes
Lump Sum Item LSF7.1 F7.1 : Station Roof
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSF7.1
: Station Roof
Page No. LSF7.1/1 ***
Page No. LSF7.1/2 ***
Page No. LSF7.1/3 ***
Page No. LSF7.1/4 ***
Page No. LSF7.1/5 ***
Page No. LSF7.1/6 ***
--------------------------------------------------------------
Total of Lump Sum Item LSF7.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF7.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F7 : Roof Finishes
Lump Sum Item LSF7.2 F7.2 : Immigration Roof
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F230 Class: 30/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Curbs; concrete category B
F692 thickness 150-300 mm m3 *** *** ***
CONCRETE ANCILIARIES
Formwork finish; type F4
Vertical
G343 width 0.2-0.4 m m2 *** *** ***
Reinforcement
Deformed high yield steel bars to BS 4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
STRUCTUTRAL METALWORK
Fabrication of members for frames; weldable
structural steel Grade 43A to BS 4360
Trusses and built up girders; 120 x 80 x 5mm; as
Drawing nr LCC300/31/A23/401-402
M351 straight on plan t *** *** ***
Erection of members for frames; weldable
structural steel Grade 43A to BS 4360
Permanent erection
M620 Trusses and built up girders; 120 x 80 x 5mm t *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF7.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF7.2/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F7 : Roof Finishes
Lump Sum Item LSF7.2 F7.2 : Immigration Roof
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PAINTING
Synthetic paint; one coat recommended primer,
two undercoats and one finishing coat; as Appendix
AA to Particular Specification, section M60
Metal other than metal sections and pipework
V911 upper surfaces inclined at an angle not exceeding
30 degrees to the horizontal m2 *** *** ***
V913 surfaces inclined at an angle not exceeding 60
degrees to the horizontal m2 *** *** ***
V914 soffit surfaces and lower surfaces inclined at an
angle not exceeding 60 degrees to the horizontal m2 *** *** ***
V915 isolated surfaces of width or girth not exceeding
500mm m2 *** *** ***
WATERPROOFING
Roofing; to type 1 roofing; as Appendix AA to
Particular Specification, section J41 and Drawing
nr LCC300/31/A31/101-103
Waterproofing covering; proprietary sheet membrane
to the approval of Engineer; 2mm thick; two coats
W341 upper surface inclined at an angle not exceeding
30 degrees to the horizontal m2 *** *** ***
W346 surfaces of width not exceeding 300mm m *** *** ***
Rendering in proprietary waterproof cement render;
25mm (min) thick; including sealant joint fillers
W361 upper surface inclined at an angle not exceeding
30 degrees to the horizontal m2 *** *** ***
W366 surfaces of width not exceeding 300mm m *** *** ***
W367 surfaces of width 300mm-1m m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF7.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF7.2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F7 : Roof Finishes
Lump Sum Item LSF7.2 F7.2 : Immigration Roof
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
WATERPROOFING
Roofing; to type 1 roofing; as Appendix AA to
Particular Specification, section J41 and Drawing
nr LCC300/31/A31/101-103 (Cont'd)
Sand and cement screed; fall 1 in 90; 25mm(min)
thick
W391.1 upper surface inclined at an angle not exceeding
30 degrees to the horizontal m2 *** *** ***
50mm thick extruded rigid polystyrene insulation
board
W391.2 upper surface inclined at an angle not exceeding
30 degrees to the horizontal m2 *** *** ***
Protective layers; to type 1 roofing; as Appendix
AA to Particular Specification, section J41 and
Drawing nr LCC300/31/A31/101-103
Sand and cement screed; 25mm (min) thick
W441 upper surface inclined at an angle not exceeding
30 degrees to the horizontal m2 *** *** ***
ROOF TILING AND METAL ROOF CLADDING
Roof tiling
Precast reinforced concrete tiles; to BS 368; to
the Engineer's review; size 200 x 200 x 50mm thick
AA111 upper surface inclined at an angle not exceeding
30 degrees to the horizontal m2 *** *** ***
SPECIALIST ARCHITECTURAL METAL WORK
Metal access panel doors
AH100 Access hatch cover; galvanised iron; approximate
900 x 900mm; including base frame; latch; tongue
and associate ironmongery; as Drawing nr
LCC302/31/A24/403 nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF7.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF7.2/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F7 : Roof Finishes
Lump Sum Item LSF7.2 F7.2 : Immigration Roof
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL LININGS
Skirtings, ▇▇▇▇▇, channels, wall strings, open
strings, curb strings, cornices, mouldings and the
like; to type 1 roofing; as Appendix AA to
Particular Specification, section J41 and Drawing
nr LCC300/A31/101-103
Surface channel (fall 1:100) proprietary
waterproof render including sealant joint
AJ710 300mm wide x 25mm (min) deep channel m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF7.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF7.2/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F7 : Roof Finishes
Lump Sum Item LSF7.2 F7.2 : Immigration Roof
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate charge
is required.
The unit of measurement for any Contractor's Other
Charges shall be "sum", with Quantity and Rate
columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF7.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF7.2/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F7 : Roof Finishes
Lump Sum Item LSF7.2 F7.2 : Immigration Roof
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges;
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF7.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF7.2/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre F : Terminus Building - ABWF
Lump Sum Breakdown F7 : Roof Finishes
Lump Sum Item LSF7.2 F7.2 : Immigration Roof
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSF7.2
: Immigration Roof
Page No. LSF7.2/1 ***
Page No. LSF7.2/2 ***
Page No. LSF7.2/3 ***
Page No. LSF7.2/4 ***
Page No. LSF7.2/5 ***
Page No. LSF7.2/6 ***
--------------------------------------------------------------
Total of Lump Sum Item LSF7.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSF7.2/COL/1 Contract No. LCC-300
FORM OF TENDER
Note: Confidential treatment has been requested for portions of this exhibit.
The copy filed herewith omits the information subject to the confidentiality
request. Omissions are designated as "***." A complete version of this exhibit
has been filed separately with the Securities and Exchange Commission
[LOGO]
KCR
[CHINESE CHARACTER]
KOWLOON CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
CONTRACT LCC-300
LOK MA ▇▇▇▇ TERMINUS AND ASSOCIATED WORKS
FORM OF TENDER
(PART 4 OF 8)
[STAMP]
28 October 2002 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
CHILLED WATER
Equipment and ancillaries
Centrifugal pumps; as shown on Drawing no.
LCC300/31/M43/001
BB0101.1 capable of handling 72.5 litre/second at 435
kPa head; at not exceeding 1450r.p.m.;
ref:CHP-1 to 10 nr *** *** ***
Air cooled chillers; including
insulation, all necessary
accessories and connections; as
shown on Drawing no.
Drawing no. LCC300/31/M43/002
BB0101.2 cooling capacity 1515KW; ref: ACC-1 to 8 nr *** *** ***
Package type pressurization make-up units;
including expansion vessel, makeup water pumps
and tanks and all necessary accessories; as
shown on Drawing no. LCC300/31/M52/001 & 003
BB0101.3 generally nr *** *** ***
Chemical treatment
Chemical dosing unit; including chemical feed
tank and pump and all necessary accessories;
as shown on Drawing no. LCC300/31/M52/001 & 003
BB0101.4 generally nr *** *** ***
Instrumentation
Pressure gauges; 150mm diameter dial;
including cocks and pipework; complete with
wooden boards
BB0101.5 mounting on or jointing to pipes nr *** *** ***
Temperature gauges; 150mm diameter dial
BB0101.6 mounting on or jointing to pipes nr *** *** ***
Temperature sensors
BB0101.7 mounting on or jointing to pipes nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
CHILLED WATER
Instrumentation(Cont'd)
Flow switches(Cont'd)
BB0101.8 mounting on or jointing to pipes; 250mm
diameter nr *** *** ***
Black steel pipes and fittings; B.S. 1387;
heavy grade
Fixing to walls, columns and the like; screwed
sockets or welded joints
BB0102.1 32mm diameter m *** *** ***
BB0102.2 40mm diameter m *** *** ***
BB0102.3 50mm diameter m *** *** ***
Fixing to walls, columns and the like; butt
welded joints
BB0102.4 65mm diameter m *** *** ***
BB0102.5 80mm diameter m *** *** ***
BB0102.6 100mm diameter m *** *** ***
BB0102.7 150mm diameter m *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
CHILLED WATER
Black steel pipes and fittings; B.S. 1387;
heavy grade (Cont'd)
Fixing to or suspending from soffits; screwed
sockets or welded joints
BB0102.8 25mm diameter m *** *** ***
BB0102.9 32mm diameter m *** *** ***
BB0102.10 40mm diameter m *** *** ***
BB0102.11 50mm diameter m *** *** ***
Fixing to or suspending from soffits; butt
welded joints
BB0102.12 65mm diameter m *** *** ***
BB0102.13 80mm diameter m *** *** ***
BB0102.14 100mm diameter m *** *** ***
BB0102.15 125mm diameter m *** *** ***
BB0102.16 150mm diameter m *** *** ***
Extra over 65mm diameter pipe for
BB0102.17 bends nr *** *** ***
BB0102.18 tees nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
CHILLED WATER
Black steel pipes and fittings; B.S. 1387;
heavy grade (Cont'd)
Extra over 65mm diameter pipe for(Cont'd)
BB0102.19 reducing tees nr *** *** ***
Extra over 80mm diameter pipe for
BB0102.20 bends nr *** *** ***
BB0102.21 reducing tees nr *** *** ***
Extra over 100mm diameter pipe for
BB0102.22 bends nr *** *** ***
BB0102.23 tees nr *** *** ***
BB0102.24 reducing tees nr *** *** ***
BB0102.25 reducing crosses nr *** *** ***
Extra over 125mm diameter pipe for
BB0102.26 reducing tees nr *** *** ***
Extra over 150mm diameter pipe for
BB0102.27 bends nr *** *** ***
BB0102.28 reducing tees nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
CHILLED WATER
Black carbon steel pipes and fittings;
electric resistance welded (ERW); B.S. 3600
and B.S. 3601
Fixing to walls, columns and the like; butt
welded joints
BB0102.29 200mm diameter m *** *** ***
BB0102.30 250mm diameter m *** *** ***
BB0102.31 350mm diameter m *** *** ***
BB0102.32 500mm diameter m *** *** ***
Fixing to or suspending from soffits; butt
welded joints
BB0102.33 200mm diameter m *** *** ***
BB0102.34 250mm diameter m *** *** ***
BB0102.35 350mm diameter m *** *** ***
BB0102.36 450mm diameter m *** *** ***
BB0102.37 500mm diameter m *** *** ***
Supporting on floors; butt welded joints
BB0102.38 200mm diameter m *** *** ***
BB0102.39 250mm diameter m *** *** ***
BB0102.40 450mm diameter m *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.1/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
CHILLED WATER
Black carbon steel pipes and fittings;
electric resistance welded (ERW); B.S. 3600 and
B.S. 3601(Cont'd)
Extra over 200mm diameter pipe for
BB0102.41 bends nr *** *** ***
BB0102.42 reducing tees nr *** *** ***
Extra over 250mm diameter pipe for
BB0102.43 bends nr *** *** ***
BB0102.44 reducing tees nr *** *** ***
Extra over 350mm diameter pipe for
BB0102.45 bends nr *** *** ***
BB0102.46 reducing tees nr *** *** ***
BB0102.47 reducing crosses nr *** *** ***
Extra over 450mm diameter pipe for
BB0102.48 bends nr *** *** ***
BB0102.49 reducing tees nr *** *** ***
Extra over 500mm diameter pipe for
BB0102.50 bends nr *** *** ***
BB0102.51 reducing tees nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.1/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
CHILLED WATER
Black carbon steel pipes and fittings;
electric resistance welded (ERW); B.S. 3600
and B.S. 3601(Cont'd)
Header pipes; with flanged ends and
insulation; 500mm diameter; including 1 No.
450mm diameter inlets and 7 No. 200mm diameter
outlets
BB0102.52 10m long; for chilled pumps nr *** *** ***
Header pipes; with flanged ends and
insulation; 500mm diameter; including 7 No.
200mm diameter inlets and 1 No. 450mm diameter
outlets
BB0102.53 10m long; for chilled pumps nr *** *** ***
Header pipes; with flanged ends and
insulation; 500mm diameter; including 4 No.
250mm diameter inlets and 1 No. 500mm diameter
outlets
BB0102.54 28m long; for chillers nr *** *** ***
Header pipes; with flanged ends and
insulation; 500mm diameter; including 1 No.
500mm diameter inlet and 4 No. 250mm diameter
outlets
BB0102.55 28m long; for chillers nr *** *** ***
Header pipes; with flanged ends and
insulation; 500mm diameter; including 1 No.
450mm diameter inlets and 6 No.450mm diameter
outlets
BB0102.56 5m long; chilled water flow nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.1/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
CHILLED WATER
In-line equipment
Gate valves; bronze; B.S. 5154
BB0102.57 25mm diameter nr *** *** ***
BB0102.58 32mm diameter nr *** *** ***
BB0102.59 40mm diameter nr *** *** ***
BB0102.60 50mm diameter nr *** *** ***
Gate valves; cast iron; B.S. 5150
BB0102.61 65mm diameter nr *** *** ***
BB0102.62 80mm diameter nr *** *** ***
BB0102.63 100mm diameter nr *** *** ***
BB0102.64 150mm diameter nr *** *** ***
BB0102.65 200mm diameter nr *** *** ***
BB0102.66 250mm diameter nr *** *** ***
Gate valves with plugs; cast iron; B.S. 5150
BB0102.67 250mm diameter nr *** *** ***
BB0102.68 500mm diameter nr *** *** ***
Globe valves; bronze; B.S. 5154
BB0102.69 25mm diameter nr *** *** ***
BB0102.70 32mm diameter nr *** *** ***
Butterfly valves; B.S. 5155
BB0102.71 200mm diameter nr *** *** ***
BB0102.72 250mm diameter nr *** *** ***
Check valves; cast iron; B.S. 5154; silent
type
BB0102.73 200mm diameter nr *** *** ***
Double regulating valves; bronze; B.S. 5154
and B.S. 7350
BB0102.74 25mm diameter nr *** *** ***
BB0102.75 32mm diameter nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.1/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
CHILLED WATER
In-line equipment(Cont'd)
Double regulating valves; bronze; B.S. 5154
and B.S. 7350(Cont'd)
BB0102.76 40mm diameter nr *** *** ***
BB0102.77 50mm diameter nr *** *** ***
Double regulating valves; cast iron; B.S. 5152
and B.S. 7350
BB0102.78 65mm diameter nr *** *** ***
BB0102.79 80mm diameter nr *** *** ***
BB0102.80 100mm diameter nr *** *** ***
BB0102.81 150mm diameter nr *** *** ***
BB0102.82 200mm diameter nr *** *** ***
BB0102.83 250mm diameter nr *** *** ***
Motorized two-way control valves; electric;
including actuators
BB0102.84 25mm diameter nr *** *** ***
BB0102.85 32mm diameter nr *** *** ***
Motorized three-way control valves; electric;
including actuators
BB0102.86 50mm diameter nr
*** *** ***
BB0102.87 65mm diameter nr
BB0102.88 80mm diameter nr *** *** ***
BB0102.89 100mmdiameter nr *** *** ***
BB0102.90 150mm diameter nr *** *** ***
Motorized butterfly valves; electric;
including actuators
BB0102.91 250mm diameter nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.1/9 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
CHILLED WATER
In-line equipment(Cont'd)
Strainers; bronze; "Y" type; with drain valves
and plugs(Cont'd)
BB0102.92 50mm diameter nr *** *** ***
Strainers; cast iron; "Y" type; with drain
valves and plugs
BB0102.93 65mm diameter nr *** *** ***
BB0102.94 80mm diameter nr *** *** ***
BB0102.95 100mm diameter nr *** *** ***
BB0102.96 150mm diameter nr *** *** ***
BB0102.97 200mm diameter nr *** *** ***
BB0102.98 250mm diameter nr *** *** ***
Flexible connectors
BB0102.99 mounting on or jointing to pipes; 50mm
diameter nr *** *** ***
BB0102.100 mounting on or jointing to pipes; 65mm
diameter nr *** *** ***
BB0102.101 mounting on or jointing to pipes; 80mm
diameter nr *** *** ***
BB0102.102 mounting on or jointing to pipes; 100mm
diameter nr *** *** ***
BB0102.103 mounting on or jointing to pipes; 150mm
diameter nr *** *** ***
BB0102.104 mounting on or jointing to pipes; 200mm
diameter nr *** *** ***
BB0102.105 mounting on or jointing to pipes; 250mm
diameter nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.1/10 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
CHILLED WATER
Thermal insulation; phenolic foam thermal
insulation
50mm thick insulation
BB0104.1 fixing to pipes; 25mm diameter m *** *** ***
BB0104.2 fixing to pipes; 32mm diameter m *** *** ***
BB0104.3 fixing to pipes; 40mm diameter m *** *** ***
BB0104.4 fixing to pipes; 50mm diameter m *** *** ***
BB0104.5 fixing to pipes; 65mm diameter m *** *** ***
BB0104.6 fixing to pipes; 80mm diameter m *** *** ***
BB0104.7 Extra over insulation to pipework; 65mm
diameter; for bends nr *** *** ***
BB0104.8 Extra over insulation to pipework; 65mm
diameter; for reducing tees nr *** *** ***
BB0104.9 Extra over insulation to pipework; 80mm
diameter; for bends nr *** *** ***
BB0104.10 Extra over insulation to pipework; 80mm
diameter; for reducing tees nr *** *** ***
65mm thick insulation
BB0104.11 fixing to pipes; 25mm diameter m *** *** ***
BB0104.12 fixing to pipes; 32mm diameter m *** *** ***
BB0104.13 fixing to pipes; 40mm diameter m *** *** ***
BB0104.14 fixing to pipes; 50mm diameter m *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.1/11 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
CHILLED WATER
Thermal insulation; phenolic foam thermal
insulation (Cont'd)
65mm thick insulation (Cont'd)
BB0104.15 fixing to pipes; 65mm diameter m *** *** ***
BB0104.16 fixing to pipes; 80mm diameter m *** *** ***
BB0104.17 fixing to pipes; 100mm diameter m *** *** ***
BB0104.18 Extra over insulation to pipework; 65mm
diameter; for bends nr *** *** ***
BB0104.19 Extra over insulation to pipework; 65mm
diameter; for tees nr *** *** ***
BB0104.20 Extra over insulation to pipework; 65mm
diameter; for reducing tees nr *** *** ***
BB0104.21 Extra over insulation to pipework; 80mm
diameter; for bends nr *** *** ***
BB0104.22 Extra over insulation to pipework; 80mm
diameter; for reducing tees nr *** *** ***
BB0104.23 Extra over insulation to pipework; 100mm
diameter; for bends nr *** *** ***
BB0104.24 Extra over insulation to pipework; 100mm
diameter; for tees nr *** *** ***
BB0104.25 Extra over insulation to pipework; 100mm
diameter; for reducing tees nr *** *** ***
BB0104.26 Extra over insulation to pipework; 100mm
diameter; for reducing crosses nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.1/12 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
CHILLED WATER
Thermal insulation; phenolic foam thermal
insulation (Cont'd)
65mm thick insulation (Cont'd)
BB0104.27 fixing to pipes; 125mm diameter m *** *** ***
BB0104.28 fixing to pipes; 150mm diameter m *** *** ***
BB0104.29 fixing to pipes; 250mm diameter m *** *** ***
BB0104.30 fixing to pipes; 350mm diameter m *** *** ***
BB0104.31 fixing to pipes; 500mm diameter m *** *** ***
BB0104.32 Extra over insulation to pipework; 125mm
diameter; for reducing tees nr *** *** ***
BB0104.33 Extra over insulation to pipework; 150mm
diameter; for reducing tees nr *** *** ***
BB0104.34 Extra over insulation to pipework; 250mm
diameter; for bends nr *** *** ***
BB0104.35 Extra over insulation to pipework; 250mm
diameter; for reducing tees nr *** *** ***
BB0104.36 Extra over insulation to pipework; 350mm
diameter; for reducing tees nr *** *** ***
BB0104.37 Extra over insulation to pipework; 350mm
diameter; for reducing crosses nr *** *** ***
BB0104.38 Extra over insulation to pipework; 500mm
diameter; for bends nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.1/13 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
CHILLED WATER
Thermal insulation; phenolic foam thermal
insulation (Cont'd)
65mm thick insulation; including 0.6mm thick
aluminium cladding
BB0104.39 fixing to pipes; 25mm diameter m *** *** ***
BB0104.40 fixing to pipes; 32mm diameter m *** *** ***
BB0104.41 fixing to pipes; 40mm diameter m *** *** ***
BB0104.42 fixing to pipes; 50mm diameter m *** *** ***
BB0104.43 fixing to pipes; 65mm diameter m *** *** ***
BB0104.44 fixing to pipes; 80mm diameter m *** *** ***
BB0104.45 fixing to pipes; 100mm diameter m *** *** ***
BB0104.46 Extra over insulation to pipework; 65mm
diameter; for bends nr *** *** ***
BB0104.47 Extra over insulation to pipework; 65mm
diameter; for reducing tees nr *** *** ***
BB0104.48 Extra over insulation to pipework; 80mm
diameter; for bends nr *** *** ***
BB0104.49 Extra over insulation to pipework; 100mm
diameter; for bends nr *** *** ***
BB0104.50 Extra over insulation to pipework; 100mm
diameter; for reducing tees nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.1/14 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
CHILLED WATER
Thermal insulation; phenolic foam thermal
insulation (Cont'd)
65mm thick insulation; including 0.8mm thick
aluminium cladding (Cont'd)
BB0104.51 fixing to pipes; 150mm diameter m *** *** ***
BB0104.52 fixing to pipes; 200mm diameter m *** *** ***
BB0104.53 fixing to pipes; 250mm diameter m *** *** ***
BB0104.54 fixing to pipes; 350mm diameter m *** *** ***
BB0104.55 fixing to pipes; 450mm diameter m *** *** ***
BB0104.56 Extra over insulation to pipework; 150mm
diameter; for bends nr *** *** ***
BB0104.57 Extra over insulation to pipework; 150mm
diameter; for reducing tees nr *** *** ***
BB0104.58 Extra over insulation to pipework; 200mm
diameter; for bends nr *** *** ***
BB0104.59 Extra over insulation to pipework; 200mm
diameter; for reducing tees nr *** *** ***
BB0104.60 Extra over insulation to pipework; 250mm
diameter; for bends nr *** *** ***
BB0104.61 Extra over insulation to pipework; 250mm
diameter; for reducing tees nr *** *** ***
BB0104.62 Extra over insulation to pipework; 350mm
diameter; for bends nr *** *** ***
BB0104.63 Extra over insulation to pipework; 350mm
diameter; for reducing tees nr *** *** ***
BB0104.64 Extra over insulation to pipework; 450mm
diameter; for bends nr *** *** ***
BB0104.65 Extra over insulation to pipework; 450mm
diameter; for reducing tees nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.1/15 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
CHILLED WATER
Thermal insulation; polystyrene
65mm thick insulation; cover in wire netting
of 25mm mesh 1 mm diameter and coated with
15mm thick cement plaster
BB0104.66 fixing to pipes; 250mm diameter m *** *** ***
BB0104.67 fixing to pipes; 500mm diameter m *** *** ***
BB0104.68 Extra over insulation to pipework; 250mm
diameter; for bends nr *** *** ***
BB0104.69 Extra over insulation to pipework; 500mm
diameter; for bends nr *** *** ***
BB0104.70 Extra over insulation to pipework; 500mm
diameter; for reducing tees nr *** *** ***
Thermal insulation; phenolic foam thermal
insulation
50mm thick insulation; including aluminium
split boxes
BB0104.71 fixing to gate valves; 25mm diameter nr *** *** ***
BB0104.72 fixing to globe valves; 25mm diameter nr *** *** ***
BB0104.73 fixing to motorized two-way control valves;
25mm diameter nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.1/16 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
CHILLED WATER
Thermal insulation; phenolic foam thermal
insulation (Cont'd)
65mm thick insulation; including aluminium
split boxes
BB0104.74 fixing to gate valves; 25mm diameter nr *** *** ***
BB0104.75 fixing to gate valves; 32mm diameter nr *** *** ***
BB0104.76 fixing to gate valves; 40mm diameter nr *** *** ***
BB0104.77 fixing to gate valves; 50mm diameter nr *** *** ***
BB0104.78 fixing to gate valves; 65mm diameter nr *** *** ***
BB0104.79 fixing to gate valves; 80mm diameter nr *** *** ***
BB0104.80 fixing to gate valves; 100mm diameter nr *** *** ***
BB0104.81 fixing to double regulating valves; 25mm
diameter nr *** *** ***
BB0104.82 fixing to double regulating valves; 32mm
diameter nr *** *** ***
BB0104.83 fixing to double regulating valves; 40mm
diameter nr *** *** ***
BB0104.84 fixing to double regulating valves; 50mm
diameter nr *** *** ***
BB0104.85 fixing to double regulating valves; 65mm
diameter nr *** *** ***
BB0104.86 fixing to double regulating valves; 80mm
diameter nr *** *** ***
BB0104.87 fixing to double regulating valves; 100mm
diameter nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.1/17 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
CHILLED WATER
Thermal insulation; phenolic foam thermal
insulation (Cont'd)
65mm thick insulation; including aluminium
split boxes (Cont'd)
BB104.88 fixing to globe valves; 25mm diameter nr *** *** ***
BB104.89 fixing to globe valves; 32mm diameter nr *** *** ***
BB104.90 fixing to motorized two-way control valves;
25mm diameter nr *** *** ***
BB104.91 fixing to motorized two-way control valves;
32mm diameter nr *** *** ***
BB104.92 fixing to motorized three-way control valves;
50mm diameter nr *** *** ***
BB104.93 fixing to motorized three-way control valves;
65mm diameter nr *** *** ***
BB104.94 fixing to motorized three-way control valves;
80mm diameter nr *** *** ***
BB104.95 fixing to motorized three-way control valves;
100mm diameter nr *** *** ***
BB104.96 fixing to strainers; "Y" type; 50mm diameter nr *** *** ***
BB104.97 fixing to strainers; "Y" type; 65mm diameter nr *** *** ***
BB104.98 fixing to strainers; "Y" type; 80mm diameter nr *** *** ***
BB104.99 fixing to strainers; "Y" type; 100mm diameter nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.1/18 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
CHILLED WATER
Thermal insulation; phenolic foam thermal
insulation (Cont'd)
65mm thick insulation; including aluminium
split boxes (Cont'd)
BB0104.100 fixing to flexible connectors; 50mm diameter nr *** *** ***
BB0104.101 fixing to flexible connectors; 65mm diameter nr *** *** ***
BB0104.102 fixing to flexible connectors; 80mm diameter nr *** *** ***
BB0104.103 fixing to flexible connectors; 100mm diameter nr *** *** ***
BB0104.104 fixing to gate valves; 150mm diameter nr *** *** ***
BB0104.105 fixing to gate valves; 200mm diameter nr *** *** ***
BB0104.106 fixing to gate valves; 250mm diameter nr *** *** ***
BB0104.107 fixing to double regulating valves; 150mm
diameter nr *** *** ***
BB0104.108 fixing to double regulating valves; 200mm
diameter nr *** *** ***
BB0104.109 fixing to double regulating valves; 250mm
diameter nr *** *** ***
BB0104.110 fixing to check valves; 200mm diameter nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.1/19 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
CHILLED WATER
Thermal insulation; phenolic foam thermal
insulation (Cont'd)
65mm thick insulation; including aluminium
split boxes (Cont'd)
BB0104.111 fixing to butterfly valves; 200mm diameter nr *** *** ***
BB0104.112 fixing to strainers; "Y" type; 150mm diameter nr *** *** ***
BB0104.113 fixing to strainers; "Y" type; 200mm diameter nr *** *** ***
BB0104.114 fixing to flexible connectors; 150mm diameter nr *** *** ***
BB0104.115 fixing to flexible connectors; 200mm diameter nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.1/20 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
CHILLED WATER
Thermal insulation; polystyrene
65mm thick insulation; covered in wire netting
of 25mm mesh 1mm diameter and coated with 15mm
thick cement plaster
BB0104.116 fixing to gate valves with plugs; 250mm
diameter nr *** *** ***
BB0104.117 fixing to gate valves with plugs; 500mm
diameter nr *** *** ***
BB0104.118 fixing to butterfly valves; 250mm diameter nr *** *** ***
BB0104.119 fixing to double regulating valves; 250mm
diameter nr *** *** ***
BB0104.120 fixing to motorized butterfly valves; 250mm
diameter nr *** *** ***
BB0104.121 fixing to strainers; "Y" type; 250mm diameter nr *** *** ***
BB0104.122 fixing to flexible connectors; 250mm diameter nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.1/21 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charge shall be "sum", with Quantity and
Rate columns entered with "N/A". ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.1/22 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.1 G1.1 : Chilled Water System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7 ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.1/23 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.1 G1.1 : Chilled Water System
DESCRIPTION AMOUNT HK$
---------------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG1.1 : Chilled Water System
Page No.LSG1.1/1 ***
Page No.LSG1.1/2 ***
Page No.LSG1.1/3 ***
Page No.LSG1.1/4 ***
Page No.LSG1.1/5 ***
Page No.LSG1.1/6 ***
Page No.LSG1.1/7 ***
Page No.LSG1.1/8 ***
Page No.LSG1.1/9 ***
Page No.LSG1.1/10 ***
Page No.LSG1.1/11 ***
Page No.LSG1.1/12 ***
Page No.LSG1.1/13 ***
Page No.LSG1.1/14 ***
Page No.LSG1.1/15 ***
Page No.LSG1.1/16 ***
Page No.LSG1.1/17 ***
Page No.LSG1.1/18 ***
Page No.LSG1.1/19 ***
Page No.LSG1.1/20 ***
Page No.LSG1.1/21 ***
Page No.LSG1.1/22 ***
Page No.LSG1.1/23 ***
--------------------------------------------------------------------------------------------------
Total of Lump Sum Item LSG1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.2 G1.2 : Condensate Drains
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
CONDENSATE DRAINS
Galvanised steel pipes and fittings;
B.S. 1387; medium grade
Fixing to walls, columns and the like; screwed
socket joints
BB0202.1 32mm diameter m *** *** ***
BB0202.2 40mm diameter m *** *** ***
BB0202.3 50mm diameter m *** *** ***
BB0202.4 65mm diameter m *** *** ***
BB0202.5 80mm diameter m *** *** ***
Fixing to or suspending from soffits; screwed
socket joints
BB0202.6 25mm diameter m *** *** ***
BB0202.7 32mm diameter m *** *** ***
BB0202.8 40mm diameter m *** *** ***
BB0202.9 50mm diameter m *** *** ***
BB0202.10 65mm diameter m *** *** ***
BB0202.11 80mm diameter m *** *** ***
Extra over 65mm diameter pipe for
BB0202.12 bends nr *** *** ***
BB0202.13 reducing tees nr *** *** ***
Extra over 80mm diameter pipe for
BB0202.14 bends nr *** *** ***
BB0202.15 reducing tees nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.2/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.2 G1.2 : Condensate Drains
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
CONDENSATE DRAINS
In-line equipment
Condensate drain trap
BB0202.16 jointing to 25mm diameter pipes nr *** *** ***
BB0202.17 jointing to 32mm diameter pipes nr *** *** ***
Anti-siphonic traps
BB0202.18 jointing to 25mm diameter pipes nr *** *** ***
BB0202.19 jointing to 32mm diameter pipes nr *** *** ***
Thermal insulation; phenolic foam thermal
insulation
25mm thick insulation
BB0204.1 fixing to pipes; 25mm diameter m *** *** ***
BB0204.2 fixing to pipes; 32mm diameter m *** *** ***
BB0204.3 fixing to pipes; 40mm diameter m *** *** ***
BB0204.4 fixing to pipes; 50mm diameter m *** *** ***
BB0204.5 fixing to pipes; 65mm diameter m *** *** ***
BB0204.6 fixing to pipes; 80mm diameter m *** *** ***
BB0204.7 Extra over insulation to pipework; 65mm
diameter; for bends nr *** *** ***
BB0204.8 Extra over insulation to pipework; 65mm
diameter; for reducing tees nr *** *** ***
BB0204.9 Extra over insulation to pipework; 80mm
diameter; for bends nr *** *** ***
BB0204.10 Extra over insulation to pipework; 80mm
diameter; for reducing tees nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.2 G1.2 : Condensate Drains
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
CONDENSATE DRAINS
Thermal insulation; phenolic foam thermal
insulation(Cont'd)
25mm thick insulation(Cont'd)
BB0204.11 fixing to condensate drain traps; 25mm
diameter nr *** *** ***
BB0204.12 fixing to condensate drain traps; 32mm
diameter nr *** *** ***
BB0204.13 fixing to anti-siphonic traps; 25mm diameter nr *** *** ***
BB0204.14 fixing to anti-siphonic traps; 32mm diameter nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.2/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.2 G1.2 : Condensate Drains
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charge shall be "sum", with Quantity and
Rate columns entered with "N/A". sum N/A N/A ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.2/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.2 G1.2 : Condensate Drains
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7 ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.2/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.2 G1.2 : Condensate Drains
DESCRIPTION AMOUNT HK$
---------------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG1. 2 :
Condensate Drains
Page No.LSG1.2/1 ***
Page No.LSG1.2/2 ***
Page No.LSG1.2/3 ***
Page No.LSG1.2/4 ***
Page No.LSG1.2/5 ***
--------------------------------------------------------------------------------------------------
Total of Lump Sum Item LSG1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Condensate Drains
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
VENTILATION SYSTEMS
Equipment and ancillaries
Ventilation fans; complete with all necessary
accessories and connections
BB0601.1 propeller type; air flow rate 0.03 m3/s; ref
EAF-216, 218, 220, 222, 421, 424, 426, 428,
430 nr *** *** ***
BB0601.2 propeller type; air flow rate 0.06 m3/s; ref
EAF-420 nr *** *** ***
BB0601.3 propeller type; air flow rate 0.65 m3/s; ref
EAF-217, 219, 221, 223, 425, 427, 429, 431 nr *** *** ***
BB0601.4 propeller type; air flow rate 0.66 m3/s; ref
EAF-418 & 419 nr *** *** ***
BB0601.5 propeller type; air flow rate 0.67 m3/s; ref
EAF-204 & 208 nr *** *** ***
BB0601.6 vaneaxial type; air flow rate 0.03 m3/s; 400
Pa; ; ref EAF-009 nr *** *** ***
BB0601.7 vaneaxial type; air flow rate 0.04 m3/s; 400
Pa; ; ref EAF-403 nr *** *** ***
BB0601.8 vaneaxial type; air flow rate 0.06 m3/s; 400
Pa; ; ref EAF-017, 501, 601 nr *** *** ***
BB0601.9 vaneaxial type; air flow rate 0.07 m3/s; 400
Pa; ; ref EAF-102 nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
VENTILATION SYSTEMS
Equipment and ancillaries(Cont'd)
Ventilation fans; complete with all necessary
accessories and connections (Cont'd)
BB0601.10 vaneaxial type; air flow rate 0.08 m3/s; 400
Pa; ; ref EAF-214 nr *** *** ***
BB0601.11 vaneaxial type; air flow rate 0.09 m3/s; 400
Pa; ; ref EAF-416 & 623 nr *** *** ***
BB0601.12 vaneaxial type; air flow rate 0.10 m3/s; 320
Pa; ; ref EAF-404 nr *** *** ***
BB0601.13 vaneaxial type; air flow rate 0.10 m3/s; 400
Pa; ; ref EAF-060 nr *** *** ***
BB0601.14 vaneaxial type; air flow rate 0.11 m3/s; 340
Pa; ; ref EAF-206 nr *** *** ***
BB0601.15 vaneaxial type; air flow rate 0.11 m3/s; 355
Pa; ; ref EAF-417 nr *** *** ***
BB0601.16 vaneaxial type; air flow rate 0.12 m3/s; 400
Pa; ; ref EAF-041 nr *** *** ***
BB0601.17 vaneaxial type; air flow rate 0.13 m3/s; 325
Pa; ; ref EAF-104 nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
VENTILATION SYSTEMS
Equipment and ancillaries(Cont'd)
Ventilation fans; complete with all necessary
accessories and connections (Cont'd)
BB0601.18 vaneaxial type; air flow rate 0.13 m3/s; 410
Pa; ; ref EAF-205 nr *** *** ***
BB0601.19 vaneaxial type; air flow rate 0.14 m3/s; 325
Pa; ; ref EAF-607 nr *** *** ***
BB0601.20 vaneaxial type; air flow rate 0.14 m3/s; 400
Pa; ; ref EAF-010 nr *** *** ***
BB0601.21 vaneaxial type; air flow rate 0.16 m3/s; 400
Pa; ; ref EAF-604 nr *** *** ***
BB0601.22 vaneaxial type; air flow rate 0.24 m3/s; 400
Pa; ; ref EAF-203 nr *** *** ***
BB0601.23 vaneaxial type; air flow rate 0.26 m3/s; 410
Pa; ; ref EAF-411 nr *** *** ***
BB0601.24 vaneaxial type; air flow rate 0.28 m3/s; 325
Pa; ; ref EAF-610 nr *** *** ***
BB0601.25 vaneaxial type; air flow rate 0.28 m3/s; 400
Pa; ; ref EAF-603 nr *** *** ***
BB0601.26 vaneaxial type; air flow rate 0.30 m3/s; 415
Pa; ; ref EAF-412 nr *** *** ***
BB0601.27 vaneaxial type; air flow rate 0.33 m3/s; 400
Pa; ; ref EAF-621 nr *** *** ***
BB0601.28 vaneaxial type; air flow rate 0.35 m3/s; 400
Pa; ; ref EAF-624 nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
VENTILATION SYSTEMS
Equipment and ancillaries (Cont'd)
Ventilation fans; complete with all necessary
accessories and connections (Cont'd)
BB0601.29 vaneaxial type; air flow rate 0.38 m3/s; 400
Pa; ; ref EAF-209 nr *** *** ***
BB0601.30 vaneaxial type; air flow rate 0.41 m3/s; 300
Pa; ; ref EAF-058 nr *** *** ***
BB0601.31 vaneaxial type; air flow rate 0.42 m3/s; 375
Pa; ; ref EAF-410 nr *** *** ***
BB0601.32 vaneaxial type; air flow rate 0.45 m3/s; 400
Pa; ; ref EAF-406 nr *** *** ***
BB0601.33 vaneaxial type; air flow rate 0.46 m3/s; 315
Pa; ; ref EAF-002 & 008 nr *** *** ***
BB0601.34 vaneaxial type; air flow rate 0.47 m3/s; 400
Pa; ; ref EAF-011 nr *** *** ***
BB0601.35 vaneaxial type; air flow rate 0.49 m3/s; 400
Pa; ; ref EAF-012 & 622 nr *** *** ***
BB0601.36 vaneaxial type; air flow rate 0.50 m3/s; 380
Pa; ; ref EAF-609 nr *** *** ***
BB0601.37 vaneaxial type; air flow rate 0.55 m3/s; 400
Pa; ; ref EAF-405 nr *** *** ***
BB0601.38 vaneaxial type; air flow rate 0.57 m3/s; 340
Pa; ; ref EAF-047 nr *** *** ***
BB0601.39 vaneaxial type; air flow rate 0.58 m3/s; 380
Pa; ; ref EAF-023 nr *** *** ***
BB0601.40 vaneaxial type; air flow rate 0.59 m3/s; 406
Pa; ; ref EAF-602 nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
VENTILATION SYSTEMS
Equipment and ancillaries(Cont'd)
Ventilation fans; complete with all necessary
accessories and connections (Cont'd)
BB0601.41 vaneaxial type; air flow rate 0.66 m3/s; 360
Pa; ; ref EAF-045 nr *** *** ***
BB0601.42 vaneaxial type; air flow rate 0.69 m3/s; 400
Pa; ; ref EAF-211 nr *** *** ***
BB0601.43 vaneaxial type; air flow rate 0.73 m3/s; 400
Pa; ; ref EAF-422 nr *** *** ***
BB0601.44 vaneaxial type; air flow rate 0.74 m3/s; 400
Pa; ; ref EAF-106, 402 & 432 nr *** *** ***
BB0601.45 vaneaxial type; air flow rate 0.75 m3/s; 400
Pa; ; ref EAF-435 nr *** *** ***
BB0601.46 vaneaxial type; air flow rate 0.75 m3/s; 405
Pa; ; ref EAF-201 nr *** *** ***
BB0601.47 vaneaxial type; air flow rate 0.76 m3/s; 400
Pa; ; ref EAF-101 nr *** *** ***
BB0601.48 vaneaxial type; air flow rate 0.77 m3/s; 400
Pa; ; ref EAF-401 & 423 nr *** *** ***
BB0601.49 vaneaxial type; air flow rate 0.80 m3/s; 400
Pa; ; ref EAF-608 nr *** *** ***
BB0601.50 vaneaxial type; air flow rate 0.85 m3/s; 350
Pa; ; ref EAF-015 nr *** *** ***
BB0601.51 vaneaxial type; air flow rate 0.85 m3/s; 400
Pa; ; ref EAF-612 nr *** *** ***
BB0601.52 vaneaxial type; air flow rate 0.87 m3/s; 340
Pa; ; ref EAF-014 nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
VENTILATION SYSTEMS
Equipment and ancillaries(Cont'd)
Ventilation fans; complete with all necessary
accessories and connections (Cont'd)
BB0601.53 vaneaxial type; air flow rate 0.88 m3/s; 380
Pa; ; ref EAF-030 nr *** *** ***
BB0601.54 vaneaxial type; air flow rate 0.90 m3/s; 350
Pa; ; ref EAF-007 nr *** *** ***
BB0601.55 vaneaxial type; air flow rate 0.90 m3/s; 400
Pa; ; ref EAF-617 & 618 nr *** *** ***
BB0601.56 vaneaxial type; air flow rate 0.94 m3/s; 415
Pa; ; ref EAF-029 nr *** *** ***
BB0601.57 vaneaxial type; air flow rate 0.96 m3/s; 300
Pa; ; ref EAF-103 nr *** *** ***
BB0601.58 vaneaxial type; air flow rate 0.98 m3/s; 345
Pa; ; ref EAF-022 nr *** *** ***
BB0601.59 vaneaxial type; air flow rate 0.98 m3/s; 400
Pa; ; ref EAF-619 & 620 nr *** *** ***
BB0601.60 vaneaxial type; air flow rate 1.00 m3/s; 360
Pa; ; ref EAF-003 nr *** *** ***
BB0601.61 vaneaxial type; air flow rate 1.05 m3/s; 410
Pa; ref EAF-407 nr *** *** ***
BB0601.62 vaneaxial type; air flow rate 1.13 m3/s; 320
Pa; ref EAF-004 nr *** *** ***
BB0601.63 vaneaxial type; air flow rate 1.13 m3/s; 400
Pa; ref EAF-224 nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
VENTILATION SYSTEMS
Equipment and ancillaries(Cont'd)
Ventilation fans; complete with all necessary
accessories and connections (Cont'd)
BB0601.64 vaneaxial type; air flow rate 1.14 m3/s; 330
Pa; ; ref EAF-006 nr *** *** ***
BB0601.65 vaneaxial type; air flow rate 1.18 m3/s; 320
Pa; ; ref EAF-036 nr *** *** ***
BB0601.66 vaneaxial type; air flow rate 1.18 m3/s; 335
Pa; ; ref EAF-004 nr *** *** ***
BB0601.67 vaneaxial type; air flow rate 1.20 m3/s; 435
Pa; ; ref EAF-039 nr *** *** ***
BB0601.68 vaneaxial type; air flow rate 1.24 m3/s; 400
Pa; ; ref EAF-105 nr *** *** ***
BB0601.69 vaneaxial type; air flow rate 1.33 m3/s; 430
Pa; ; ref EAF-415 nr *** *** ***
BB0601.70 vaneaxial type; air flow rate 1.36 m3/s; 415
Pa; ; ref EAF-413 nr *** *** ***
BB0601.71 vaneaxial type; air flow rate 1.39 m3/s; 300
Pa; ; ref EAF-001 nr *** *** ***
BB0601.72 vaneaxial type; air flow rate 1.43 m3/s; 400
Pa; ref EAF-005 nr *** *** ***
BB0601.73 vaneaxial type; air flow rate 1.47 m3/s; 525
Pa; ref EAF-409 nr *** *** ***
BB0601.74 vaneaxial type; air flow rate 1.48 m3/s; 630
Pa; ref EAF-202 nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
VENTILATION SYSTEMS
Equipment and ancillaries(Cont'd)
Ventilation fans; complete with all necessary
accessories and connections (Cont'd)
BB0601.75 vaneaxial type; air flow rate 1.51 m3/s; 345
Pa; ; ref EAF-046 nr *** *** ***
BB0601.76 vaneaxial type; air flow rate 1.56 m3/s; 455
Pa; ; ref EAF-057 nr *** *** ***
BB0601.77 vaneaxial type; air flow rate 1.72 m3/s; 305
Pa; ; ref EAF-055 & 056 nr *** *** ***
BB0601.78 vaneaxial type; air flow rate 1.73 m3/s; 400
Pa; ; ref EAF-414 nr *** *** ***
BB0601.79 vaneaxial type; air flow rate 1.74 m3/s; 400
Pa; ; ref EAF-408 nr *** *** ***
BB0601.80 vaneaxial type; air flow rate 1.75 m3/s; 400
Pa; ; ref EAF-615 nr *** *** ***
BB0601.81 vaneaxial type; air flow rate 1.77 m3/s; 400
Pa; ; ref EAF-212 nr *** *** ***
BB0601.82 vaneaxial type; air flow rate 1.79 m3/s; 400
Pa; ; ref EAF-616 nr *** *** ***
BB0601.83 vaneaxial type; air flow rate 1.80 m3/s; 330
Pa; ref EAF-016 nr *** *** ***
BB0601.84 vaneaxial type; air flow rate 1.81 m3/s; 400
Pa; ref EAF-210 nr *** *** ***
BB0601.85 vaneaxial type; air flow rate 1.85 m3/s; 400
Pa; ref EAF-013 nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
VENTILATION SYSTEMS
Equipment and ancillaries(Cont'd)
Ventilation fans; complete with all necessary
accessories and connections (Cont'd)
BB0601.86 vaneaxial type; air flow rate 1.92 m3/s; 470
Pa; ; ref EAF-038 nr *** *** ***
BB0601.87 vaneaxial type; air flow rate 2.15 m3/s; 510
Pa; ; ref EAF-037 nr *** *** ***
BB0601.88 vaneaxial type; air flow rate 2.20 m3/s; 400
Pa; ; ref EAF-025 nr *** *** ***
BB0601.89 vaneaxial type; air flow rate 2.40 m3/s; 400
Pa; ; ref EAF-613 & 614 nr *** *** ***
BB0601.90 vaneaxial type; air flow rate 2.42 m3/s; 355
Pa; ; ref EAF-049 nr *** *** ***
BB0601.91 vaneaxial type; air flow rate 2.52 m3/s; 695
Pa; ; ref EAP-215 nr *** *** ***
BB0601.92 vaneaxial type; air flow rate 3.36 m3/s; 345
Pa; ; ref EAF-050 nr *** *** ***
BB0601.93 vaneaxial type; air flow rate 4.49 m3/s; 400
Pa; ; ref EAF-042 nr *** *** ***
BB0601.94 vaneaxial type; air flow rate 4.65 m3/s; 400
Pa; ref EAF-031 nr *** *** ***
BB0601.95 vaneaxial type; air flow rate 13.23 m3/s; 720
Pa; ref EAF-018 to 021 nr *** *** ***
BB0601.96 vaneaxial type; air flow rate 13.23 m3/s; 565
Pa; ref EAF-001 to 004 nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/9 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
VENTILATION SYSTEMS
Equipment and ancillaries(Cont'd)
Ventilation fans; complete with all necessary
accessories and connections (Cont'd)
BB0601.97 vaneaxial type; air flow rate 30.00 m3/s; 600
Pa; fire rated at 250 deg. for 1 hr; ref
EAF-144 & 146 nr *** *** ***
BB0601.98 vaneaxial type; air flow rate 30.00 m3/s; 600
Pa; fire rated at 250 deg. for 1 hr and for
future provision; ref EAF-145 & 147 nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/10 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
VENTILATION SYSTEMS
Equipment and ancillaries(Cont'd)
Ventilation fans; complete with all necessary
accessories and connections (Cont'd)
BB0601.99 vaneaxial type; air flow rate 8.35 m3/s; 400
Pa; fire rated at 250 deg. for 1 hr; ref
SPF-001 to 004 nr *** *** ***
BB0601.100 vaneaxial type; air flow rate 8.48 m3/s; 400
Pa; fire rated at 250 deg. for 1 hr; ref
SPF-006 & 007 nr *** *** ***
BB0601.101 vaneaxial type; air flow rate 8.61 m3/s; 400
Pa; fire rated at 250 deg. for 1 hr; ref
SPF-005 & 008 nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/11 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
VENTILATION SYSTEMS
Equipment and ancillaries (Cont'd)
Ventilation fans; complete with all necessary
accessories and connections (Cont'd)
BB0601.102 vaneaxial type; air flow rate 0.20 m3/s; 450
Pa; spark-proof; ref EAF-611 nr *** *** ***
BB0601.103 vaneaxial type; air flow rate 0.23 m3/s; 340
Pa; spark-proof; ref EAF-433 & 434 nr *** *** ***
BB0601.104 vaneaxial type; air flow rate 0.36 m3/s; 320
Pa; spark-proof; ref EAF-606 nr *** *** ***
BB0601.105 centrifugal type; air flow rate 0.54 m3/s; 345
Pa; spark-proof; ref EAF-605 nr *** *** ***
BB0601.106 centrifugal type; air flow rate 0.04 m3/s; 400
Pa; ref TEF-415 & 416 nr *** *** ***
BB0601.107 centrifugal type; air flow rate 0.13 m3/s; 400
Pa; ref TEF-207 & 208 nr *** *** ***
BB0601.108 centrifugal type; air flow rate 0.19 m3/s; 400
Pa; ref TEF-201 & 202 nr *** *** ***
BB0601.109 centrifugal type; air flow rate 0.22 m3/s; 400
Pa; ref TEF-403 & 404 nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/12 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
VENTILATION SYSTEMS
Equipment and ancillaries(Cont'd)
Ventilation fans; complete with all necessary
accessories and connections (Cont'd)
BB0601.110 centrifugal type; air flow rate 0.23 m3/s; 400
Pa; ref TEF-009 & 010 nr *** *** ***
BB0601.111 centrifugal type; air flow rate 0.24 m3/s; 400
Pa; ref TEF-701 to 704 nr *** *** ***
BB0601.111a centrifugal type; air flow rate 0.31 m3/s; 400
Pa; ref TEF-203 to 204 nr *** *** ***
BB0601.112 centrifugal type; air flow rate 0.32 m3/s; 400
Pa; ref TEF-301 & 302 nr *** *** ***
BB0601.113 centrifugal type; air flow rate 0.33 m3/s; 400
Pa; ref TEF-407 & 408 nr *** *** ***
BB0601.114 centrifugal type; air flow rate 0.44 m3/s; 300
Pa; ref TEF-001, 002, 007 & 008 nr *** *** ***
BB0601.115 centrifugal type; air flow rate 0.47 m3/s; 200
Pa; ref TEF-003 & 004 nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/13 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
VENTILATION SYSTEMS
Equipment and ancillaries(Cont'd)
Ventilation fans; complete with all necessary
accessories and connections (Cont'd)
BB0601.116 centrifugal type; air flow rate 0.50 m3/s; 300
Pa; ref TEF-005 & 006 nr *** *** ***
BB0601.117 centrifugal type; air flow rate 0.56 m3/s; 400
Pa; ref TEF-013, 014, 205 & 206 nr *** *** ***
BB0601.118 centrifugal type; air flow rate 0.58 m3/s; 400
Pa; ref TEF-101 & 102 nr *** *** ***
BB0601.119 centrifugal type; air flow rate 0.64 m3/s; 400
Pa; ref TEF-601 & 602 nr *** *** ***
BB0601.120 centrifugal type; air flow rate 0.84 m3/s; 400
Pa; ref TEF-411 & 412 nr *** *** ***
BB0601.121 centrifugal type; air flow rate 0.98 m3/s; 400
Pa; ref TEF-413 & 414 nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/14 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
VENTILATION SYSTEMS
Equipment and ancillaries(Cont'd)
Ventilation fans; complete with all necessary
accessories and connections (Cont'd)
BB0601.122 centrifugal type; air flow rate 1.38 m3/s; 400
Pa; ref TEF-401 & 402 nr *** *** ***
BB0601.123 centrifugal type; air flow rate 1.61 m3/s; 400
Pa; ref TEF-103 & 104 nr *** *** ***
BB0601.124 centrifugal type; air flow rate 1.66 m3/s; 400
Pa; ref TEF-603 & 604 nr *** *** ***
BB0601.125 centrifugal type; air flow rate 1.80 m3/s; 400
Pa; ref TEF-011 & 012 nr *** *** ***
BB0601.126 centrifugal type; air flow rate 2.59 m3/s; 415
Pa; ref TEF-105 & 106 nr *** *** ***
BB0601.127 centrifugal type; air flow rate 5.80 m3/s; 500
Pa; ref TEF-209 to 212 nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/15 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
VENTILATION SYSTEMS
Equipment and ancillaries(Cont'd)
Ventilation fans; complete with all necessary
accessories and connections (Cont'd)
BB0601.128 centrifugal type; air flow rate 9.19 m3/s; 550
Pa; ref TEF-409 & 410 nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/16 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
VENTILATION SYSTEMS
Galvanized steel sheet rectangular ducts
and fittings; DW/144; low/medium pressure
Fixing to walls, columns and the like
BB0603.1 0.6mm thick m2 *** *** ***
BB0603.2 0.8mm thick m2 *** *** ***
BB0603.3 1.0mm thick m2 *** *** ***
Fixing to or suspending from soffits
BB0603.4 0.6mm thick m2 *** *** ***
BB0603.5 0.8mm thick m2 *** *** ***
BB0603.6 1.0mm thick m2 *** *** ***
Fire rated ducts; including galvanized steel
sheet rectangular ducts and fittings, thermal
insulation, fire resistant boards and
formation of opening to accomodation ductwork
accessories
Fixing to or suspending from soffits 2 hours
BB0603.7 generally m2 *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/17 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
VENTILATION SYSTEMS
Ductwork ancillaries
Volume control dampers; opposed blades
BB0603.8 300 x 200mm nr *** *** ***
BB0603.9 500 x 300mm nr *** *** ***
BB0603.10 800 x 400mm nr *** *** ***
BB0603.11 800 x 600mm nr *** *** ***
BB0603.12 900 x 350mm nr *** *** ***
BB0603.13 900 x 700mm nr *** *** ***
BB0603.14 1200 x 300mm nr *** *** ***
BB0603.15 1400 x 500mm nr *** *** ***
BB0603.16 2100 x 1000mm nr *** *** ***
BB0603.17 700mm diameter nr *** *** ***
--------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/18 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
VENTILATION SYSTEMS
Ductwork ancillaries(Cont'd)
Non return dampers; opposed blades
BB0603.18 200 x 150mm nr *** *** ***
BB0603.19 300 x 200mm nr *** *** ***
BB0603.20 300 x 250mm nr *** *** ***
BB0603.21 300 x 300mm nr *** *** ***
BB0603.22 350 x 300mm nr *** *** ***
BB0603.23 350 x 350mm nr *** *** ***
BB0603.24 450 x 250mm nr *** *** ***
BB0603.25 450 x 350mm nr *** *** ***
BB0603.26 500 x 300mm nr *** *** ***
BB0603.27 500 x 500mm nr *** *** ***
BB0603.28 550 x 550mm nr *** *** ***
BB0603.29 600 x 400mm nr *** *** ***
BB0603.30 600 x 600mm nr *** *** ***
BB0603.31 650 x 650mm nr *** *** ***
BB0603.32 700 x 700mm nr *** *** ***
BB0603.33 1200 x 600mm nr *** *** ***
Light weight back draft dampers;
opposed blades
BB0603.34 2000 x 1000mm nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/19 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
VENTILATION SYSTEMS
Ductwork ancillaries(Cont'd)
Fire dampers; complete with
fusible links
BB0603.35 200 x 150mm nr *** *** ***
BB0603.36 200 x 200mm nr *** *** ***
BB0603.37 250 x 150mm nr *** *** ***
BB0603.38 250 x 200mm nr *** *** ***
BB0603.39 300 x 150mm nr *** *** ***
BB0603.40 300 x 300mm nr *** *** ***
BB0603.41 300 x 400mm nr *** *** ***
BB0603.42 350 x 300mm nr *** *** ***
BB0603.43 350 x 350mm nr *** *** ***
BB0603.44 400 x 200mm nr *** *** ***
BB0603.45 400 x 400mm nr *** *** ***
BB0603.46 450 x 250mm nr *** *** ***
BB0603.47 450 x 350mm nr *** *** ***
BB0603.48 500 x 100mm nr *** *** ***
BB0603.49 500 x 300mm nr *** *** ***
BB0603.50 500 x 500mm nr *** *** ***
BB0603.51 550 x 550mm nr *** *** ***
BB0603.52 600 x 300mm nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/20 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
VENTILATION SYSTEMS
Ductwork ancillaries(Cont'd)
Fire dampers; complete with fusible
links (cont'd)
BB0603.53 600 x 600mm nr *** *** ***
BB0603.54 650 x 650mm nr *** *** ***
BB0603.55 700 x 700mm nr *** *** ***
BB0603.56 750 x 750mm nr *** *** ***
BB0603.57 800 x 400mm nr *** *** ***
BB0603.58 900 x 400mm nr *** *** ***
BB0603.59 900 x 500mm nr *** *** ***
BB0603.60 900 x 600mm nr *** *** ***
BB0603.61 1200 x 300mm nr *** *** ***
BB0603.62 1200 x 600mm nr *** *** ***
BB0603.63 1200 x 700mm nr *** *** ***
BB0603.64 1300 x 1300mm nr *** *** ***
BB0603.65 1400 x 1400mm nr *** *** ***
BB0603.66 1450 x 680mm nr *** *** ***
BB0603.67 2000 x 1000mm nr *** *** ***
Motorized dampers; complete with
electric actuators, limit switches
and all necessary accessories
BB0603.68 200 x 200mm nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/21 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
VENTILATION SYSTEMS
Ductwork ancillaries(Cont'd)
Motorized fire dampers; complete with
electric actuators, limit switches and
all necessary accessories
BB0603.69 200 x 150mm nr *** *** ***
BB0603.70 350 x 350mm nr *** *** ***
Motorized smoke and fire dampers;
complete with electric actuators,
limit switches and all necessary
accessories
BB0603.71 100 x 100mm nr *** *** ***
BB0603.72 150 x 150mm nr *** *** ***
BB0603.73 200 x 150mm nr *** *** ***
BB0603.74 200 x 200mm nr *** *** ***
BB0603.75 250 x 100mm nr *** *** ***
BB0603.76 250 x 150mm nr *** *** ***
BB0603.77 250 x 200mm nr *** *** ***
BB0603.78 350 x 250mm nr *** *** ***
BB0603.79 350 x 300mm nr *** *** ***
BB0603.80 400 x 250mm nr *** *** ***
BB0603.81 450 x 450mm nr *** *** ***
BB0603.82 500 x 350mm nr *** *** ***
BB0603.83 600 x 300mm nr *** *** ***
BB0603.84 600 x 350mm nr *** *** ***
BB0603.85 800 x 450mm nr *** *** ***
BB0603.86 800 x 600mm nr *** *** ***
BB0603.87 1800 x 1800mm nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/22 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
VENTILATION SYSTEMS
Ductwork ancillaries(Cont'd)
Exhaust air grilles; complete with
opposite blade dampers
BB0603.88 100 x 100mm nr *** *** ***
BB0603.89 150 x 100mm nr *** *** ***
BB0603.90 150 x 150mm nr *** *** ***
BB0603.91 170 x 170mm nr *** *** ***
BB0603.92 200 x 100mm nr *** *** ***
BB0603.93 200 x 150mm nr *** *** ***
BB0603.94 200 x 200mm nr *** *** ***
BB0603.95 200 x 250mm nr *** *** ***
BB0603.96 225 x 225mm nr *** *** ***
BB0603.97 250 x 150mm nr *** *** ***
BB0603.98 250 x 250mm nr *** *** ***
BB0603.99 250 x 300mm nr *** *** ***
BB0603.100 300 x 150mm nr *** *** ***
BB0603.101 300 x 200mm nr *** *** ***
BB0603.102 350 x 250mm nr *** *** ***
BB0603.103 375 x 375mm nr *** *** ***
BB0603.104 400 x 400mm nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/23 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
VENTILATION SYSTEMS
Ductwork ancillaries(Cont'd)
Exhaust air grilles; complete with
opposite blade dampers (Cont'd)
BB0603.105 450 x 450mm nr *** *** ***
BB0603.106 450 x 650mm nr *** *** ***
BB0603.107 500 x 250mm nr *** *** ***
BB0603.108 500 x 300mm nr *** *** ***
BB0603.109 500 x 600mm nr *** *** ***
BB0603.110 550 x 400mm nr *** *** ***
BB0603.111 600 x 300mm nr *** *** ***
BB0603.112 600 x 350mm nr *** *** ***
BB0603.113 600 x 500mm nr *** *** ***
BB0603.114 600 x 600mm nr *** *** ***
BB0603.115 600 x 650mm nr *** *** ***
BB0603.116 600 x 700mm nr *** *** ***
BB0603.117 700 x 250mm nr *** *** ***
BB0603.118 700 x 500mm nr *** *** ***
BB0603.119 750 x 300mm nr *** *** ***
BB0603.120 750 x 750mm nr *** *** ***
BB0603.121 800 x 400mm nr *** *** ***
BB0603.122 800 x 750mm nr *** *** ***
BB0603.123 1000 x 600mm nr *** *** ***
BB0603.124 1000 x 1000mm nr *** *** ***
BB0603.125 1400 x 400mm nr *** *** ***
BB0603.126 1500 x 600mm nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/24 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
VENTILATION SYSTEMS
Ductwork ancillaries(Cont'd)
Exhaust air grilles; eggcrated
type; complete with opposite blade
dampers
BB0603.127 100 x 100mm nr *** *** ***
BB0603.128 150 x 100mm nr *** *** ***
BB0603.129 150 x 150mm nr *** *** ***
BB0603.130 250 x 150mm nr *** *** ***
BB0603.131 375 x 375mm nr *** *** ***
BB0603.132 400 x 200mm nr *** *** ***
BB0603.133 400 x 400mm nr *** *** ***
BB0603.134 450 x 450mm nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/25 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
VENTILATION SYSTEMS
Ductwork ancillaries(Cont'd)
Exhaust air louvres; ; complete
with opposite blade dampers
BB0603.135 200 x 150mm nr *** *** ***
BB0603.136 250 x 150mm nr *** *** ***
BB0603.137 300 x 200mm nr *** *** ***
BB0603.138 300 x 250mm nr *** *** ***
BB0603.139 300 x 300mm nr *** *** ***
BB0603.140 350 x 300mm nr *** *** ***
BB0603.141 350 x 350mm nr *** *** ***
BB0603.142 400 x 200mm nr *** *** ***
BB0603.143 500 x 300mm nr *** *** ***
BB0603.144 500 x 500mm nr *** *** ***
BB0603.145 550 x 220mm nr *** *** ***
BB0603.146 550 x 250mm nr *** *** ***
BB0603.147 600 x 600mm nr *** *** ***
BB0603.148 720 x 350mm nr *** *** ***
BB0603.149 750 x 750mm nr *** *** ***
BB0603.150 800 x 400mm nr *** *** ***
BB0603.151 800 x 600mm nr *** *** ***
BB0603.152 1200 x 550mm nr *** *** ***
BB0603.153 1200 x 1200mm nr *** *** ***
BB0603.154 1250 x 650mm nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/26 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
VENTILATION SYSTEMS
Ductwork ancillaries(Cont'd)
Transfer air grilles; complete
with opposite blade dampers
BB0603.155 200 x 200mm nr *** *** ***
BB0603.156 300 x 250mm nr *** *** ***
BB0603.157 500 x 250mm nr *** *** ***
BB0603.158 600 x 600mm nr *** *** ***
BB0603.159 700 x 450mm nr *** *** ***
BB0603.160 900 x 500mm nr *** *** ***
BB0603.161 900 x 600mm nr *** *** ***
BB0603.162 1200 x 800mm nr *** *** ***
BB0603.163 1450 x 680mm nr *** *** ***
Supply air grilles; complete
with opposite blade dampers
BB0603.164 1400 x 1000mm nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/27 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
VENTILATION SYSTEMS
Ductwork ancillaries(Cont'd)
Wire mesh grilles
BB0603.165 300 x 300mm nr *** *** ***
BB0603.166 350 x 350mm nr *** *** ***
BB0603.167 400 x 400mm nr *** *** ***
BB0603.168 500 x 300mm nr *** *** ***
BB0603.169 500 x 500mm nr *** *** ***
BB0603.170 600 x 600mm nr *** *** ***
BB0603.171 800 x 400mm nr *** *** ***
BB0603.172 1200 x 500mm nr *** *** ***
BB0603.173 1200 x 1000mm nr *** *** ***
BB0603.174 1300 x 1300mm nr *** *** ***
BB0603.175 1400 x 500mm nr *** *** ***
BB0603.176 1600 x 600mm nr *** *** ***
BB0603.177 1670 x 1670mm nr *** *** ***
BB0603.178 2000 x 1000mm nr *** *** ***
BB0603.179 700mm diameter nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/28 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
VENTILATION SYSTEMS
Ductwork ancillaries(cont'd)
Silencers; complete with casings
and all necessary insulation and
accessories
BB0603.180 for TEF-041; discharge side nr *** *** ***
BB0603.181 2500 x 2500 x1500mm; for
generator; ref:SIL-082 & 084 nr *** *** ***
BB0603.182 2500 x 2500 xl500mm; for
generator; ref:SIL-081 & 083 nr *** *** ***
Thermal insulation; phenolic foam
thermal insulation
25mm thick duct insulation
BB0604.1 fixing externally to rectangular
ducts m2 *** *** ***
PAINTING
Preparing; priming; undercoat;
finish coats on galvanized metal
work; to rectangular ductworks
BB0605.1 externally m2 *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/29 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with
"N/A". sum *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/30 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7 ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/31 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG1. 3
: Ventilation Systems
Page No.LSG1.3/1 ***
Page No.LSG1.3/2 ***
Page No.LSG1.3/3 ***
Page No.LSG1.3/4 ***
Page No.LSG1.3/5 ***
Page No.LSG1.3/6 ***
Page No.LSG1.3/7 ***
Page No.LSG1.3/8 ***
Page No.LSG1.3/9 ***
Page No.LSG1.3/10 ***
Page No.LSG1.3/11 ***
Page No.LSG1.3/12 ***
Page No.LSG1.3/13 ***
Page No.LSG1.3/14 ***
Page No.LSG1.3/15 ***
Page No.LSG1.3/16 ***
Page No.LSG1.3/17 ***
Page No.LSG1.3/18 ***
Page No.LSG1.3/19 ***
Page No.LSG1.3/20 ***
Page No.LSG1.3/21 ***
Page No.LSG1.3/22 ***
Page No.LSG1.3/23 ***
--------------------------------------------------------------------
Carried Forward ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.3 G1.3 : Ventilation Systems
DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG1.3
: Ventilation Systems
Brought Forward ***
Page No.LSG1.3/24 ***
Page No.LSG1.3/25 ***
Page No.LSG1.3/26 ***
Page No.LSG1.3/27 ***
Page No.LSG1.3/28 ***
Page No.LSG1.3/29 ***
Page No.LSG1.3/30 ***
Page No.LSG1.3/31 ***
--------------------------------------------------------------------
Total of Lump Sum Item LSG1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.3/COL/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
AIR CONDITIONING SYSTEMS
Equipment and ancillaries
Fan coil units; complete with fans,
coils, filter, insulation, drain
pans, 3-speed controllers and wall
mounted thermostats, interconnecting
wirings, conduits, all necessary
accessories and connections
BB0701.1 centrifugal blow through type; off
coil air volume 0.14m3/s; total
cooling capacity 2.7kW nr *** *** ***
BB0701.2 centrifugal blow through type; off
coil air volume 0.19m3/s; total
cooling capacity 4.0kW nr *** *** ***
BB0701.3 centrifugal blow through type; off
coil air volume 0.28m3/s; total
cooling capacity 5.0kW nr *** *** ***
BB0701.4 centrifugal blow through type; off
coil air volume 0.38 m3/s; total
cooling capacity 6.8kW nr *** *** ***
BB0701.5 centrifugal blow through type; off
coil air volume 0.47m3/s; total
cooling capacity 7.7kW nr *** *** ***
BB0701.6 centrifugal blow through type; off
coil air volume 0.57m3/s; total
cooling capacity 9.5kW nr *** *** ***
BB0701.7 centrifugal blow through type; off
coil air volume 0.66 m3/s; total
cooling capacity 10.6kW nr *** *** ***
Split type air conditioning units;
with refrigerant circuits, drain
pans, emergency stop push buttons,
thermostats, local control panels,
interconnection wirings, conduits,
all necessary accessories and
connections (Cont'd)
BB0701.8 cooling capacity 0.5/1.0KW;
consisting of one outdoor unit and
one indoor unit; ref:PEU/PCU-203 nr *** *** ***
BB0701.9 cooling capacity 0.9/1.6KW;
consisting of one outdoor unit and
one indoor unit; ref:PEU/PCU-402
& 414 nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSG1.4/1 Contract No. LCC-300
Addendum ▇▇.▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇ : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
AIR CONDITIONING SYSTEMS
Equipment and ancillaries(Cont'd)
Split type air conditioning units;
with refrigerant circuits, drain
pans, emergency stop push buttons,
thermostats, local control panels,
interconnection wirings, conduits,
all necessary accessories and
connections
BB0701.10 cooling capacity 1.0/1.6KW;
consisting of one outdoor unit and
one indoor unit; ref:PEU/PCU-013
to 019 nr *** *** ***
BB0701.11 cooling capacity 1.0/1.7KW;
consisting of one outdoor unit and
one indoor unit; ref:PEU/PCU-101 &
102 nr *** *** ***
BB0701.12 cooling capacity 1.1/1.6KW;
consisting of one outdoor unit and
one indoor unit; ref:PEU/PCU-038
to 044 nr *** *** ***
BB0701.13 cooling capacity 1.2/1.8KW;
consisting of one outdoor unit and
one indoor unit; ref:PEU/PCU-005 to
008, 029 to 032, 207, 304, 417 & 418 nr *** *** ***
BB0701.14 cooling capacity 1.2/2.2KW;
consisting of one outdoor unit and
one indoor unit; ref:PEU/PCU-206 nr *** *** ***
BB0701.15 cooling capacity 1.6/2.8KW;
consisting of one outdoor unit and
one indoor unit; ref:PEU/PCU-504 nr *** *** ***
BB0701.16 cooling capacity 1.8/2.8KW;
consisting of one outdoor unit and
one indoor unit; ref:PEU/PCU-020
to 024, 033 to 037, 209 & 419 nr *** *** ***
BB0701.16A cooling capacity 1.9/3.5KW;
consisting of one outdoor unit and
one indoor unit; ref:PEU/PCU-613 nr *** *** ***
BB0701.17 cooling capacity 2.2/3.4KW;
consisting of one outdoor unit and
one indoor unit; ref:PEU/PCU-009
to 012 & 025 to 028 nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSG1.4/2 Contract No. LCC-300
Addendum ▇▇.▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇ : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
AIR CONDITIONING SYSTEMS
Equipment and ancillaries(Cont'd)
Split type air conditioning units;
with refrigerant circuits, drain
pans, emergency stop push buttons,
thermostats, local control panels,
interconnection wirings, conduits,
all necessary accessories and
connections(Cont'd)
BB0701.18 cooling capacity 2.3/4.1KW;
consisting of one outdoor unit and
one indoor unit; ref:PEU/PCU-001 nr *** *** ***
BB0701.19 cooling capacity 2.4/4.4KW;
consisting of one outdoor unit and
one indoor unit; ref:PEU/PCU-201 nr *** *** ***
BB0701.20 cooling capacity 2.7/4.9KW;
consisting of one outdoor unit and
one indoor unit; ref:PEU/PCU-606
& 607 nr *** *** ***
BB0701.21 cooling capacity 3.1/5.6KW;
consisting of one outdoor unit and
one indoor unit; ref:PEU/PCU-204
& 205 nr *** *** ***
BB0701.22 cooling capacity 3.7/4.7KW;
consisting of one outdoor unit and
one indoor unit; ref:PEU/PCU-004
202, 208, 301, 302, 303, 401, 413,
415, 416 & 501 nr *** *** ***
BB0701.23 cooling capacity 4.0/7.3KW;
consisting of one outdoor unit and
one indoor unit; ref:PEU/PCU-603
604, 610 & 611 nr *** *** ***
BB0701.24 cooling capacity 4.3/4.7KW;
consisting of one outdoor unit and
one indoor unit; ref:PEU/PCU-002 nr *** *** ***
BB0701.25 cooling capacity 4.6/6.8KW;
consisting of one outdoor unit and
one indoor unit; ref:PEU/PCU-605 nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSG1.4/3 Contract No. LCC-300
Addendum ▇▇.▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇ : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
AIR CONDITIONING SYSTEMS
Equipment and ancillaries(Cont'd)
Split type air conditioning units;
with refrigerant circuits, drain
pans, emergency stop push buttons,
thermostats, local control panels,
interconnection wirings, conduits,
all necessary accessories and
connections(Cont'd)
BB0701.26 cooling capacity 4.9/7.2KW;
consisting of one outdoor unit and
one indoor unit; ref:PEU/PCU-407
& 408 nr *** *** ***
BB0701.27 cooling capacity 5.1/7.4KW;
consisting of one outdoor unit and
one indoor unit; ref:PEU/PCU-003 nr *** *** ***
BB0701.28 cooling capacity 5.2/6.5KW;
consisting of one outdoor unit and
one indoor unit; ref:PEU/PCU-502
& 503 nr *** *** ***
BB0701.29 cooling capacity 6.0/10.8KW;
consisting of one outdoor unit and
one indoor unit; ref:PEU/PCU-601,
602, 608 & 609 nr *** *** ***
BB0701.30 cooling capacity 6.2/11.2KW;
consisting of one outdoor unit and
one indoor unit; ref:PEU/PCU-103
& 104 nr *** *** ***
BB0701.31 cooling capacity 6.5/9.6KW;
consisting of one outdoor unit and
one indoor unit; ref:PEU/PCU-405
& 406 nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.4/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
AIR CONDITIONING SYSTEMS
Equipment and ancillaries(Cont'd)
Split type air conditioning units;
with refrigerant circuits, drain
pans, emergency stop push buttons,
thermostats, local control panels,
interconnection wirings, conduits,
all necessary accessories and
connections(Cont'd)
BB0701.32 cooling capacity 6.6/9.7KW;
consisting of one outdoor unit and
one indoor unit; ref:PEU/PCU-612 nr *** *** ***
BB0701.33 cooling capacity 6.7/9.9KW;
consisting of one outdoor unit and
one indoor unit; ref:PEU/PCU-409
& 410 nr *** *** ***
BB0701.34 cooling capacity 7.8/14.2KW;
consisting of one outdoor unit and
one indoor unit; ref:PEU/PCU-403
& 404 nr *** *** ***
BB0701.35 cooling capacity 8.0/11.8KW;
consisting of one outdoor unit and
one indoor unit; ref:PEU/PCU-411
& 412 nr *** *** ***
BB0701.36 cooling capacity 1.9/3.5KW;
consisting of one outdoor unit and
one indoor unit; ref:PEU/PCU-613 nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.4/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
AIR CONDITIONING SYSTEMS
Equipment and ancillaries(Cont'd)
Air handling units; horizontal draw
through type; with fans, coils,
filters, insulation, drain pans, all
necessary accessories and
connections
BB0701.37 air flow rate 2.67m3/s; total
cooling capacity 54.2KW;
ref:AHU-028 nr *** *** ***
BB0701.38 air flow rate 2.56m3/s; total
cooling capacity 70.35KW;
ref:AHU-029 & 034 nr *** *** ***
BB0701.39 air flow rate 2.28m3/s; total
cooling capacity 73.2KW;
ref:AHU-001 nr *** *** ***
BB0701.40 air flow rate 3.43m3/s; total
cooling capacity 73.5KW;
ref:AHU-033 nr *** *** ***
BB0701.41 air flow rate 2.66m3/s; total
cooling capacity 75.8KW;
ref:AHU-024 nr *** *** ***
BB0701.42 air flow rate 2.04m3/s; total
cooling capacity 83.0KW;
ref:AHU-017 nr *** *** ***
BB0701.43 air flow rate 2.0m3/s; total
cooling capacity 84.2KW;
ref:AHU-040 nr *** *** ***
BB0701.44 air flow rate 2.15m3/s; total
cooling capacity 87.5KW;
ref:AHU-020 nr *** *** ***
BB0701.45 air flow rate 4.51m3/s; total
cooling capacity 109.1KW;
ref:AHU-021 nr *** *** ***
BB0701.46 air flow rate 5.57m3/s; total
cooling capacity 136.7KW;
ref:AHU-014 nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.4/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
AIR CONDITIONING SYSTEMS
Equipment and ancillaries(Cont'd)
Air handling units; horizontal draw
through type; with fans, coils,
filters, insulation, drain pans, all
necessary accessories and
connections(Cont'd)
BB0701.47 air flow rate 3.26m3/s; total
cooling capacity 137.3KW;
ref:AHU-031 nr *** *** ***
BB0701.48 air flow rate 3.94m3/s; total
cooling capacity 143.1KW;
ref:AHU-010 nr *** *** ***
BB0701.49 air flow rate 5.05m3/s; total
cooling capacity 163.4KW;
ref:AHU-026 nr *** *** ***
BB0701.50 air flow rate 4.54m3/s; total
cooling capacity 165.0KW;
ref:AHU-011 nr *** *** ***
BB0701.51 air flow rate 7.79m3/s; total
cooling capacity 185.8KW;
ref:AHU-030 nr *** *** ***
BB0701.52 air flow rate 7.83m3/s; total
cooling capacity 188.2KW;
ref:AHU-035 nr *** *** ***
BB0701.53 air flow rate 7.57m3/s; total
cooling capacity 219.8KW;
ref:AHU-025 nr *** *** ***
BB0701.54 air flow rate 5.58m3/s; total
cooling capacity 235.0KW;
ref:AHU-003 nr *** *** ***
BB0701.55 air flow rate 7.86m3/s; total
cooling capacity 247.2KW;
ref:AHU-004 nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.4/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
AIR CONDITIONING SYSTEMS
Equipment and ancillaries(Cont'd)
Air handling units; horizontal draw
through type; with fans, coils,
filters, insulation, drain pans, all
necessary accessories and
connections(Cont'd)
BB0701.56 air flow rate 7.06m3/s; total
cooling capacity 297.3KW;
ref:AHU-012 nr *** *** ***
BB0701.57 air flow rate 10.79m3/s; total
cooling capacity 454.3KW;
ref:AHU-007 nr *** *** ***
BB0701.58 air flow rate 12.19m3/s; total
cooling capacity 484.9KW;
ref:AHU-006 &009 nr *** *** ***
BB0701.59 air flow rate 4.02/1.45m3/s; total
cooling capacity 122.9KW;
ref:AHU-027 nr *** *** ***
BB0701.60 air flow rate 4.03/1.45m3/s; total
cooling capacity 123.1KW;
ref:AHU-032 nr *** *** ***
BB0701.61 air flow rate 5.09/1.98m3/s; total
cooling capacity 279.1KW;
ref:AHU-019 nr *** *** ***
BB0701.62 air flow rate 8.61/2.5m3/s; total
cooling capacity 318.6KW;
ref:AHU-016 nr *** *** ***
BB0701.63 air flow rate 8.61/2.5m3/s; total
cooling capacity 391.2KW;
ref:AHU-022 nr *** *** ***
BB0701.64 air flow rate 8.84/2.62m3/s; total
cooling capacity 410.4KW;
ref:AHU-013 nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.4/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
AIR CONDITIONING SYSTEMS
Equipment and ancillaries(Cont'd)
Air handling units; horizontal draw
through type; with fans, coils,
filters, insulation, drain pans, all
necessary accessories and
connections(Cont'd)
BB0701.65 air flow rate 15.27/4.8m3/s; total
cooling capacity 439.88KW;
ref:AHU-036 to 039 nr *** *** ***
BB0701.66 air flow rate 8.7/3.22m3/s; total
cooling capacity 466.1KW;
ref:AHU-008 nr *** *** ***
BB0701.67 air flow rate 8.94/3.32m3/s; total
cooling capacity 479.5KW;
ref:AHU-005 nr *** *** ***
BB0701.68 air flow rate 10.26/3.16m3/s; total
cooling capacity 488.2KW;
ref:AHU-023 nr *** *** ***
BB0701.69 air flow rate 9.03/3.92m3/s; total
cooling capacity 495.1KW;
ref:AHU-002 nr *** *** ***
BB0701.70 air flow rate 9.5/2.7m3/s;total
cooling capacity 521.1KW;
ref:AHU-015 nr *** *** ***
BB0701.71 air flow rate 9.66/3.78m3/s; total
cooling capacity 530.1KW;
ref:AHU-018 nr *** *** ***
Galvanized steel sheet rectangular
ducts and fittings; DW/144;
low/medium pressure; complete
with insulation
Fixing to wall, columns and the
like
BB0703.1 0.6mm thick m2 *** *** ***
BB0703.2 0.8mm thick m2 *** *** ***
BB0703.3 1.0mm thick m2 *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.4/9 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
AIR CONDITIONING SYSTEMS
Galvanized steel sheet rectangular
ducts and fittings; DW/144;
low/medium pressure; complete with
insulation(Cont'd)
Fixing to or suspending from soffits
BB0703.4 0.6mm thick m2 *** *** ***
BB0703.5 0.8mm thick m2 *** *** ***
BB0703.6 1.0mm thick m2 *** *** ***
BB0703.7 1.2mm thick m2 *** *** ***
Fire rated ducts; including
galvanized steel sheet rectangular
ducts and fittings, thermal insulation,
fire resistant boards and formation
of opening to accommodation ductwork
accessories
Fixing to or suspending from
soffits 2 hours
BB0703.8 generally m2 *** *** ***
Flexible ducts; DW144 Part 7;
complete with 25mm thick 24kg/m3
density fibreglass blanket; backed
with aluminium foil vapour barrier
Fixing to or suspending from soffits
BB0703.9 200mm diameter; length 1.50 to
2.00m nr *** *** ***
BB0703.10 200mm diameter; length 2.00 to
2.50m nr *** *** ***
BB0703.11 200mm diameter; length 2.50 to
3.00m nr *** *** ***
BB0703.12 200mm diameter; length 3.00 to
3.50m nr *** *** ***
BB0703.13 200mm diameter; length 3.50 to
4.00m nr *** *** ***
BB0703.14 300mm diameter; length 1.50 to
2.00m nr *** *** ***
BB0703.15 300mm diameter; length 2.00 to
2.50m nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.4/10 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
AIR CONDITIONING SYSTEMS
Ductwork ancillaries
Volume control dampers; opposed
blades
BB0703.16 300 x 200mm nr *** *** ***
BB0703.17 300 x 250mm nr *** *** ***
BB0703.18 300 x 300mm nr *** *** ***
BB0703.19 400 x 200mm nr *** *** ***
BB0703.20 400 x 300mm nr *** *** ***
BB0703.21 400 x 400mm nr *** *** ***
BB0703.22 450 x 450mm nr *** *** ***
BB0703.23 475 x 150mm nr *** *** ***
BB0703.24 500 x 200mm nr *** *** ***
BB0703.25 500 x 300mm nr *** *** ***
BB0703.26 500 x 400mm nr *** *** ***
BB0703.27 500 x 480mm nr *** *** ***
BB0703.28 500 x 500mm nr *** *** ***
BB0703.29 600 x 300mm nr *** *** ***
BB0703.30 600 x 400mm nr *** *** ***
BB0703.31 600 x 450mm nr *** *** ***
BB0703.32 600 x 500mm nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.4/11 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
AIR CONDITIONING SYSTEMS
Ductwork ancillaries(Cont'd)
Volume control dampers; opposed
blades (Cont'd)
BB0703.33 600 x 600mm nr *** *** ***
BB0703.34 700 x 200mm nr *** *** ***
BB0703.35 700 x 400mm nr *** *** ***
BB0703.36 700 x 500mm nr *** *** ***
BB0703.37 700 x 600mm nr *** *** ***
BB0703.38 700 x 700mm nr *** *** ***
BB0703.39 800 x 200mm nr *** *** ***
BB0703.40 800 x 250mm nr *** *** ***
BB0703.41 800 x 300mm nr *** *** ***
BB0703.42 800 x 400mm nr *** *** ***
BB0703.43 800 x 500mm nr *** *** ***
BB0703.44 800 x 600mm nr *** *** ***
BB0703.45 900 x 300mm nr *** *** ***
BB0703.46 900 x 350mm nr *** *** ***
BB0703.47 900 x 400mm nr *** *** ***
BB0703.48 900 x 500mm nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.4/12 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
AIR CONDITIONING SYSTEMS
Ductwork ancillaries(Cont'd)
Volume control dampers; opposed
blades (Cont'd)
BB0703.49 1000 x 250mm nr *** *** ***
BB0703.50 1000 x 300mm nr *** *** ***
BB0703.51 1000 x 400mm nr *** *** ***
BB0703.52 1000 x 600mm nr *** *** ***
BB0703.53 1000 x 800mm nr *** *** ***
BB0703.54 1050 x 600mm nr *** *** ***
BB0703.55 1100 x 250mm nr *** *** ***
BB0703.56 1100 x 500mm nr *** *** ***
BB0703.57 1200 x 300mm nr *** *** ***
BB0703.58 1200 x 400mm nr *** *** ***
BB0703.59 1200 x 500mm nr *** *** ***
BB0703.60 1200 x 600mm nr *** *** ***
BB0703.61 1200 x 700mm nr *** *** ***
BB0703.62 1200 x 800mm nr *** *** ***
BB0703.63 1400 x 600mm nr *** *** ***
BB0703.64 1500 x 300mm nr *** *** ***
BB0703.65 1500 x 600mm nr *** *** ***
BB0703.66 1500 x 700mm nr *** *** ***
BB0703.67 1800 x 700mm nr *** *** ***
BB0703.68 2000 x 700mm nr *** *** ***
BB0703.69 200mm diameter nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.4/13 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
AIR CONDITIONING SYSTEMS
Ductwork ancillaries(Cont'd)
Fire dampers; complete with fusible
links
BB0703.70 250 x 250mm nr *** *** ***
BB0703.71 300 x 250mm nr *** *** ***
BB0703.72 350 x 250mm nr *** *** ***
BB0703.73 350 x 350mm nr *** *** ***
BB0703.74 400 x 300mm nr *** *** ***
BB0703.75 400 x 400mm nr *** *** ***
BB0703.76 450 x 250mm nr *** *** ***
BB0703.77 450 x 450mm nr *** *** ***
BB0703.78 500 x 200mm nr *** *** ***
BB0703.79 500 x 250mm nr *** *** ***
BB0703.80 600 x 300mm nr *** *** ***
BB0703.81 600 x 400mm nr *** *** ***
BB0703.82 600 x 600mm nr *** *** ***
BB0703.83 700 x 200mm nr *** *** ***
BB0703.84 700 x 600mm nr *** *** ***
BB0703.85 700 x 700mm nr *** *** ***
BB0703.86 750 x 400mm nr *** *** ***
BB0703.87 800 x 400mm nr *** *** ***
BB0703.88 800 x 800mm nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.4/14 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
AIR CONDITIONING SYSTEMS
Ductwork ancillaries(Cont'd)
Fire dampers; complete with
fusible links (Cont'd)
BB0703.89 900 x 400mm nr *** *** ***
BB0703.90 950 x 750mm nr *** *** ***
BB0703.91 1000 x 600mm nr *** *** ***
BB0703.92 1000 x 750mm nr *** *** ***
BB0703.93 1000 x 800mm nr *** *** ***
BB0703.94 1000 x 1000mm nr *** *** ***
BB0703.95 1050 x 1050mm nr *** *** ***
BB0703.96 1200 x 300mm nr *** *** ***
BB0703.97 1200 x 500mm nr *** *** ***
BB0703.98 1200 x 600mm nr *** *** ***
BB0703.99 1200 x 700mm nr *** *** ***
BB0703.100 1200 x 800mm nr *** *** ***
BB0703.101 1200 x 1000mm nr *** *** ***
BB0703.102 1200 x 1200mm nr *** *** ***
BB0703.103 1300 x 1000mm nr *** *** ***
BB0703.104 1400 x 400mm nr *** *** ***
BB0703.105 1400 x 500mm nr *** *** ***
BB0703.106 1400 x 1400mm nr *** *** ***
BB0703.107 1500 x 600mm nr *** *** ***
BB0703.108 1500 x 1050mm nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.4/15 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
AIR CONDITIONING SYSTEMS
Ductwork ancillaries(Cont'd)
Fire dampers; complete with
fusible links (Cont'd)
BB0703.109 1600 x 1050mm nr *** *** ***
BB0703.110 1700 x 1200mm nr *** *** ***
BB0703.111 1700 x 1700mm nr *** *** ***
BB0703.112 1800 x 600mm nr *** *** ***
BB0703.113 1800 x 700mm nr *** *** ***
BB0703.114 1800 x 900mm nr *** *** ***
BB0703.115 1800 x 1800mm nr *** *** ***
BB0703.116 1900 x 1900mm nr *** *** ***
BB0703.117 2000 x 500mm nr *** *** ***
BB0703.118 2000 x 700mm nr *** *** ***
BB0703.119 2000 x 1000mm nr *** *** ***
BB0703.120 2400 x 1400mm nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.4/16 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
AIR CONDITIONING SYSTEMS
Ductwork ancillaries(Cont'd)
Motorized control dampers; complete
with electric actuators, limit
switches and all necessary
accessories
BB0703.121 400 x 400mm nr *** *** ***
BB0703.122 450 x 450mm nr *** *** ***
BB0703.123 500 x 500mm nr *** *** ***
BB0703.124 700 x 700mm nr *** *** ***
BB0703.125 800 x 800mm nr *** *** ***
BB0703.126 850 x 850mm nr *** *** ***
BB0703.127 900 x 900mm nr *** *** ***
BB0703.128 1000 x 1000mm nr *** *** ***
BB0703.129 1000 x 1100mm nr *** *** ***
BB0703.130 1130 x 1130mm nr *** *** ***
BB0703.131 1150 x 1150mm nr *** *** ***
BB0703.132 1200 x 1200mm nr *** *** ***
BB0703.133 1800 x 1100mm nr *** *** ***
BB0703.134 3100 x 1100mm nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.4/17 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
AIR CONDITIONING SYSTEMS
Ductwork ancillaries(Cont'd)
Motorized smoke and fire dampers;
complete with electric actuators,
limit switches and all necessary
accessories
BB0703.135 100 x 100mm nr *** *** ***
BB0703.136 200 x 200mm nr *** *** ***
BB0703.137 250 x 100mm nr *** *** ***
BB0703.138 250 x 200mm nr *** *** ***
BB0703.139 250 x 250mm nr *** *** ***
BB0703.140 300 x 250mm nr *** *** ***
BB0703.141 350 x 200mm nr *** *** ***
BB0703.142 350 x 250mm nr *** *** ***
BB0703.143 400 x 200mm nr *** *** ***
BB0703.144 400 x 300mm nr *** *** ***
BB0703.145 400 x 350mm nr *** *** ***
BB0703.146 400 x 400mm nr *** *** ***
BB0703.147 800 x 450mm nr *** *** ***
BB0703.148 800 x 500mm nr *** *** ***
BB0703.149 800 x 600mm nr *** *** ***
BB0703.150 1000 x 600mm nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.4/18 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
AIR CONDITIONING SYSTEMS
Ductwork ancillaries(Cont'd)
Supply air grilles; complete with
opposite blade dampers
BB0703.151 150 x 150mm nr *** *** ***
BB0703.152 250 x 2650mm nr *** *** ***
BB0703.153 300 x 200mm nr *** *** ***
BB0703.154 300 x 300mm nr *** *** ***
BB0703.155 350 x 200mm nr *** *** ***
BB0703.156 600 x 650mm nr *** *** ***
BB0703.157 1400 x 1000mm nr *** *** ***
BB0703.158 2000 x 800mm nr *** *** ***
BB0703.159 2300 x 1700mm nr *** *** ***
BB0703.160 2650 x 1200mm nr *** *** ***
BB0703.161 2800 x 1400mm nr *** *** ***
BB0703.162 2900 x 1100mm nr *** *** ***
Supply air diffusers; complete with
integral volume control dampers; 4
way louvres
BB0703.163 300 x 300mm nr *** *** ***
Supply air louvres; complete with
opposite blade dampers
BB0703.164 475 x 150mm nr *** *** ***
Transfer air grilles; complete with
opposite blade dampers
BB0703.165 200 x 150mm nr *** *** ***
BB0703.166 200 x 200mm nr *** *** ***
BB0703.167 250 x 150mm nr *** *** ***
BB0703.168 250 x 200mm nr *** *** ***
BB0703.169 300 x 250mm nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.4/19 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
AIR CONDITIONING SYSTEMS
Ductwork ancillaries(Cont'd)
Transfer air grilles; complete with
opposite blade dampers (Cont'd)
BB0703.170 350 x 200mm nr *** *** ***
BB0703.171 350 x 250mm nr *** *** ***
BB0703.172 400 x 200mm nr *** *** ***
BB0703.173 400 x 300mm nr *** *** ***
BB0703.174 400 x 400mm nr *** *** ***
BB0703.175 700 x 450mm nr *** *** ***
BB0703.176 700 x 700mm nr *** *** ***
BB0703.177 800 x 450mm nr *** *** ***
BB0703.178 800 x 500mm nr *** *** ***
BB0703.179 1000 x 500mm nr *** *** ***
BB0703.180 1200 x 500mm nr *** *** ***
BB0703.181 1200 x 800mm nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.4/20 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
AIR CONDITIONING SYSTEMS
Ductwork ancillaries(Cont'd)
Return air grilles; complete with
opposite blade dampers
BB0703.182 300 x 600mm; complete with 25mm
thick washable filter nr *** *** ***
BB0703.183 500 x 500mm nr *** *** ***
BB0703.184 600 x 1200mm; complete with
25mm thick washable filter nr *** *** ***
BB0703.185 900 x 500mm nr *** *** ***
BB0703.186 1000 x 600mm nr *** *** ***
BB0703.187 1200 x 500mm nr *** *** ***
BB0703.188 1500 x 600mm nr *** *** ***
Linear slot diffusers; extruded
aluminium; anodized finish; complete
with air boot
BB703.189 200mm wide m *** *** ***
Linear slot diffusers; extruded
aluminium; anodized finish;
BB0703.190 200mm wide m *** *** ***
Drum louvres; complete with air
boots
BB0703.191 475 x 150mm nr *** *** ***
Nozzle
BB0703.192 200mm diameter nr *** *** ***
BB0703.193 250mm diameter nr *** *** ***
BB0703.194 300mm diameter nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.4/21 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
AIR CONDITIONING SYSTEMS
Ductwork ancillaries(Cont'd)
Wire mesh grilles
BB0703.195 350 x 350mm nr *** *** ***
BB0703.196 500 x 300mm nr *** *** ***
BB0703.197 600 x 600mm nr *** *** ***
BB0703.198 800 x 400mm nr *** *** ***
BB0703.199 900 x 400mm nr *** *** ***
BB0703.200 900 x 600mm nr *** *** ***
BB0703.201 1000 x 400mm nr *** *** ***
BB0703.202 1000 x 500mm nr *** *** ***
BB0703.203 1000 x 1000mm nr *** *** ***
BB0703.204 1050 x 1050mm nr *** *** ***
BB0703.205 1000 x 500mm nr *** *** ***
BB0703.206 1200 x 500mm nr *** *** ***
BB0703.207 1200 x 600mm nr *** *** ***
BB0703.208 1200 x 1000mm nr *** *** ***
BB0703.209 1200 x 1200mm nr *** *** ***
BB0703.210 1400 x 1400mm nr *** *** ***
BB0703.211 1500 x 600mm nr *** *** ***
BB0703.212 1500 x 700mm nr *** *** ***
BB0703.213 1700 x 1700mm nr *** *** ***
BB0703.214 2000 x 1000mm nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.4/22 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
AIR CONDITIONING SYSTEMS
In-line equipment
Silencers; complete with casings and
all necessary insulation and
accessories
BB0703.215 450x800x1500mm; for AHU RAD;
ref:SIL-002 & 004 nr *** *** ***
BB0703.216 500x800x1500mm; for AHU RAD;
ref:SIL-020 nr *** *** ***
BB0703.217 600x400x1500mm; for AHU RAD;
ref:SIL-038 nr *** *** ***
BB0703.218 600x600x1500mm; for AHU RAD;
ref:SIL-034 & 040 nr *** *** ***
BB0703.219 600x600x1800mm; for AHU RAD;
ref:SIL-048 nr *** *** ***
BB0703.220 600x800x1500mm; for AHU SAD;
ref:SIL-001 nr *** *** ***
BB0703.221 600x800x1500mm; for AHU SAD;
ref:SIL-022 nr *** *** ***
BB0703.222 800x600x1500mm; for AHU RAD;
ref:SIL-030 nr *** *** ***
BB0703.223 800x600x1500mm; for AHU RAD;
ref:SIL-052 nr *** *** ***
BB0703.224 800x600x1800mm; for AHU RAD;
ref:SIL-032 nr *** *** ***
BB0703.225 800x750x1500mm; for AHU SAD;
ref:SIL-047 & 057 & 067 nr *** *** ***
BB0703.226 800x800x1500mm; for AHU SAD;
ref:SIL-019 nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.4/23 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
AIR CONDITIONING SYSTEMS
In-line equipment(Cont'd)
Silencers; complete with casings and
all necessary insulation and
accessories(Cont'd)
BB0703.227 800x1200x2000mm; for AHU OAD;
ref:SIL-062 nr *** *** ***
BB0703.228 850x600x1800mm; for AHU RAD;
ref:SIL-036 nr *** *** ***
BB0703.229 900x450x1200mm; for AHU SAD;
ref:SIL-079 nr *** *** ***
BB0703.230 900x600x1500mm; for AHU SAD;
ref:SIL-033 nr *** *** ***
BB0703.231 900x600x1500mm; for AHU RAD;
ref:SIL-026 & 044 nr *** *** ***
BB0703.232 900x900x1500mm; for AHU RAD;
ref:SIL-056 & 058 nr *** *** ***
BB0703.233 900x900x1500mm; for AHU SAD;
ref:SIL-039 nr *** *** ***
BB0703.234 900x900x1500mm; for AHU RAD;
ref:SIL-066 & 068 nr *** *** ***
BB0703.235 950x800x1500mm; for AHU SAD;
ref:SIL-021 nr *** *** ***
BB0703.236 1000x600x1500mm; for AHU RAD;
ref:SIL-042 nr *** *** ***
BB0703.237 1000x1000x1500mm; for AHU RAD;
ref:SIL-012 & 018 nr *** *** ***
BB0703.238 1000x1400x1200mm; for AHU RAD;
ref:SIL-080 nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.4/24 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
AIR CONDITIONING SYSTEMS
In-line equipment(Cont'd)
Silencers; complete with casings
and all necessary insulation and
accessories(Cont'd)
BB0703.239 1100x600x1500mm; for AHU SAD;
ref:SIL-041 nr *** *** ***
BB0703.240 1100x700x1500mm; for AHU SAD;
ref:SIL-027 nr *** *** ***
BB0703.241 1100x700x1500mm; for AHU RAD;
ref:SIL-028 nr *** *** ***
BB0703.242 1125x600x1500mm; for AHU SAD;
ref:SIL-061 nr *** *** ***
BB0703.243 1200x600x1500mm; for AHU SAD;
ref:SIL-065 nr *** *** ***
BB0703.244 1200x600x1500mm; for AHU RAD;
ref:SIL-010 & 016 nr *** *** ***
BB0703.245 1200x600x1500mm; for AHU SAD;
ref:SIL-055 nr *** *** ***
BB0703.246 1200x800x1500mm; for AHU SAD;
ref:SIL-023 nr *** *** ***
BB0703.247 1200x1000x1500mm; for AHU SAD;
ref:SIL-007 nr *** *** ***
BB0703.248 1200x900x1500mm; for AHU SAD;
ref:SIL-031 & 037 & 051 nr *** *** ***
BB0703.249 1200x1050x1500mm; for AHU SAD;
ref:SIL-053 nr *** *** ***
BB0703.250 1200x1050x1500mm; for AHU SAD;
including splitter in bend;
ref:SIL-063 nr *** *** ***
BB0703.251 1200x1200x1500mm; for AHU SAD;
ref:SIL-003, 013 & 054 nr *** *** ***
BB0703.252 1200x1200x1500mm; for AHU RAD;
ref:SIL-064 nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.4/25 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
AIR CONDITIONING SYSTEMS
In-line equipment(Cont'd)
Silencers; complete with casings and
all necessary insulation and
accessories(Cont'd)
BB0703.253 1400x1200x1500mm; for AHU SAD;
ref:SIL-029 nr *** *** ***
BB0703.254 1400x1400x1500mm; for AHU RAD;
ref:SIL-072 & 074 & 076 & 078 nr *** *** ***
BB0703.255 1500x600x1800mm; for AHU RAD;
ref:SIL-046 nr *** *** ***
BB0703.256 1500x600x2700mm; for AHU RAD;
ref:SIL-050 nr *** *** ***
BB0703.257 1600x1150x1800mm; for AHU SAD;
ref:SIL-049 nr *** *** ***
BB0703.258 1600x1400x1500mm; for AHU SAD;
ref:SIL-071 & 073 & 075 & 077 nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.4/26 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
AIR CONDITIONING SYSTEMS
In-line equipment(Cont'd)
Silencers; complete with casings
and all necessary insulation and
accessories(Cont'd)
BB0703.259 1600x1600x1500mm; for AHU RAD;
ref:SIL-060 & 070 nr *** *** ***
BB0703.260 1800x700x1500mm; for AHU SAD;
ref:SIL-025 & 043 nr *** *** ***
BB0703.261 1800x800x1500mm; for AHU SAD;
ref:SIL-009 & 015 nr *** *** ***
BB0703.262 1800x1050x1500mm; for AHU SAD;
ref:SIL-059 & 069 nr *** *** ***
BB0703.263 2000x750x1500mm; for AHU SAD;
ref:SIL-045 nr *** *** ***
BB0703.264 2100x900x1500mm; for AHU SAD;
ref:SIL-011 & 017 & 035 nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.4/27 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
AIR CONDITIONING SYSTEMS
Thermal insulation; phenolic foam
thermal insulation
15mm thick duct insulation
BB0704.1 fixing externally to rectangular
ducts m2 *** *** ***
25mm thick duct insulation
BB0704.2 fixing externally to rectangular
ducts m2 *** *** ***
25mm thick duct insulation; complete
with 0.8mm thick aluminium cladding
BB0704.3 fixing externally to rectangular
ducts m2 *** *** ***
50mm thick duct insulation; complete
with 0.8mm thick aluminium cladding
BB0704.4 fixing externally to rectangular
ducts m2 *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.4/28 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A". *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.4/29 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7 ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.4/30 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.4 G1.4 : Air Conditioning Systems
DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG1.4
: Air Conditioning Systems
Page No.LSG1.4/1 ***
Page No.LSG1.4/2 ***
Page No.LSG1.4/3 ***
Page No.LSG1.4/4 ***
Page No.LSG1.4/5 ***
Page No.LSG1.4/6 ***
Page No.LSG1.4/7 ***
Page No.LSG1.4/8 ***
Page No.LSG1.4/9 ***
Page No.LSG1.4/10 ***
Page No.LSG1.4/11 ***
Page No.LSG1.4/12 ***
Page No.LSG1.4/13 ***
Page No.LSG1.4/14 ***
Page No.LSG1.4/15 ***
Page No.LSG1.4/16 ***
Page No.LSG1.4/17 ***
Page No.LSG1.4/18 ***
Page No.LSG1.4/19 ***
Page No.LSG1.4/20 ***
Page No.LSG1.4/21 ***
Page No.LSG1.4/22 ***
Page No.LSG1.4/23 ***
Page No.LSG1.4/24 ***
Page No.LSG1.4/25 ***
Page No.LSG1.4/26 ***
Page No.LSG1.4/27 ***
page No.LSG1.4/28 ***
Page No.LSG1.4/29 ***
Page No.LSG1.4/30 ***
--------------------------------------------------------------------
Total of Lump Sum Item LSG1.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.4/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.5 G1.5 : Special Exhaust Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
SPECIAL EXHAUST SYSTEMS ; KITCHEN
EXHAUST SYSTEM
Equipment and ancillaries
Ventilation fans; complete with all
necessary accessories and
connections
BB0801.1 centrifugal type; air flow rate
2.01 m3/s; 500 Pa; ref KEF-001 nr *** *** ***
BB0801.2 centrifugal type; air flow rate
8.41 m3/s; 500 Pa; ref KEF-002 nr *** *** ***
Fire rated ducts; including stainless
steel sheet rectangular ducts and
fittings, thermal insulation, fire
resistant boards and formation of
opening to accommodation ductwork
accessories
Fixing to or suspending from soffits
2 hours
BB0803.1 generally m2 *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.5 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.5/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.5 G1.5 : Special Exhaust Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
SPECIAL EXHAUST SYSTEMS ; SMOKE
EXTRACTION SYSTEM
Equipment and ancillaries
Ventilation fans; complete with all
necessary accessories and
connections
BB0801.3 vaneaxial type; air flow rate 7.5
m3/s; 500 Pa; fire rated at 250
deg. for 1 hr; ref SEF-005 & 010 nr *** *** ***
BB0801.4 vaneaxial type; air flow rate 7.5
m3/s; 600 Pa; fire rated at 250
deg. for 1 hr; ref SEF-007 nr *** *** ***
BB0801.5 vaneaxial type; air flow rate 7.5
m3/s; 700 Pa; fire rated at 250
deg. for 1 hr; ref SEF-040 nr *** *** ***
BB0801.6 vaneaxial type; air flow rate 7.5
m3/s; 800 Pa; fire rated at 250
deg. for 1 hr; ref SEF-008 & 011 nr *** *** ***
BB0801.7 vaneaxial type; air flow rate 8.5
m3/s; 400 Pa; fire rated at 250
deg. for 1 hr; ref SEF-006 & 009 nr *** *** ***
BB0801.8 vaneaxial type; air flow rate 12.0
m3/s; 400 Pa; fire rated at 250
deg. for 1 hr; ref SEF-002 & 003 nr *** *** ***
BB0801.9 vaneaxial type; air flow rate 12.0
m3/s; 550 Pa; fire rated at 250
deg. for 1 hr; ref SEF-001 & 004 nr *** *** ***
BB0801.10 vaneaxial type; air flow rate 15.0
m3/s; 600 Pa; fire rated at 250
deg. for 1 hr and future
provision; ref SEF-034 to 037 nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.5 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.5/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.5 G1.5 : Special Exhaust Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
SPECIAL EXHAUST SYSTEMS ; SMOKE
EXTRACTION SYSTEM
Galvanised steel sheet rectangular
ducts and fittings; DW/144;
low/medium pressure
Fixing to walls, columns and the
like
BB0803.2 1.0mm thick m2 *** *** ***
Fixing to or suspending from soffits
BB0803.3 0.8mm thick m2 *** *** ***
BB0803.4 1.0mm thick m2 *** *** ***
Fire rated ducts; including
galvanized steel sheet rectangular
ducts and fittings, thermal
insulation, fire resistant boards
and formation of openings to
accommodate ductwork accessories
BB0803.5 Fixing to or suspending from
soffits; 2 hours FRP m2 *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.5 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.5/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.5 G1.5 : Special Exhaust Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
SPECIAL EXHAUST SYSTEMS ; SMOKE
EXTRACTION SYSTEM
Ductwork ancillaries
Volume control dampers; opposed
blades
BB0803.6 500 x 300mm nr *** *** ***
BB0803.7 800 x 600mm nr *** *** ***
Wire mesh grilles
BB0803.8 500 x 300mm nr *** *** ***
BB0803.9 800 x 400mm nr *** *** ***
BB0803.10 1050 x 1050mm nr *** *** ***
Motorized smoke dampers; hot-dipped
galvanized steel; 250 degree C
1-hour fire rated; complete with
electric actuators, limit switches
and all necessary accessories
BB0803.11 1400 x 1400mm nr *** *** ***
BB0803.12 1500 x 500mm nr *** *** ***
BB0803.13 1700 x 1200mm nr *** *** ***
BB0803.14 1800 x 600mm nr *** *** ***
Silencers; complete with casings and
all necessary insulation and
accessories
BB0803.15 for EAF-144; discharge side nr *** *** ***
BB0803.16 for EAF-145; discharge side nr *** *** ***
BB0803.17 for EAF-146; discharge side nr *** *** ***
BB0803.18 for EAF-147; discharge side nr *** *** ***
PAINTING
Preparing; priming; undercoat;
finish coats on galvanized metal
work; to rectangular ductworks
BB0805.1 externally m2 *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.5 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.5/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.5 G1.5 : Special Exhaust Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
SPECIAL EXHAUST SYSTEMS : SMOKE VENTILATORS
Equipment and ancillaries
Compressed air systems; complete with
air compressor, receiver, valves, ancillaries,
pipes, all necessary accessories and connections;
as to the Specification and as shown on the
Drawing no.LCC300/31/M53/001
BB0801.10 generally; ref:SAC-001 nr *** *** ***
BB0801.11 generally; ref:SAC-002 nr *** *** ***
BB0801.12 generally; ref:SAC-003 nr *** *** ***
BB0801.13 generally; ref:SAC-004 nr *** *** ***
BB0801.14 Ventilator control panels
BB0801.15 generally; ref:E/P-001 nr *** *** ***
BB0801.16 generally; ref:E/P-002 nr *** *** ***
BB0801.17 generally; ref:E/P-003 nr *** *** ***
BB0801.18 generally; ref:E/P-004 nr *** *** ***
Ventilators; with clear area of 2m2
BB0801.19 generally nr *** *** ***
Copper pipes and fittings; B.S. 2871; Table X
From ventilator control panels
BB0802.1 to ventilators nr *** *** ***
-----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.5/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.5 G1.5 : Special Exhaust Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the Works,
as required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate charge
is required.
The unit of measurement for any Contractor's
Other Charge shall be "sum", with Quantity and
Rate columns entered with "N/A". ***
-----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.5/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.5 G1.5 : Special Exhaust Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
GENERAL, ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7 ***
-----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.5/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.5 G1.5 : Special Exhaust Systems
DESCRIPTION AMOUNT HK$
------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG1.5
: Special Exhaust Systems
Page No.LSG1.5/1 ***
Page No.LSG1.5/2 ***
Page No.LSG1.5/3 ***
Page No.LSG1.5/4 ***
Page No.LSG1.5/5 ***
Page No.LSG1.5/6 ***
Page No.LSG1.5/7 ***
------------------------------------------------------------
Total of Lump Sum Item LSG1.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.5/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.6 G1.5 : Special Exhaust Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
CONTROL SYSTEMS : ELECTRICAL AND
CONTROL FOR ECS
Equipment and ancillaries
Motor control centres (MCCs);
including all necessary
switchgears, starters and
accessories; as shown on Drawing
No. LCC300/31/M13/001 to 021
BB1201.1 MCC; ref:MCC-001 nr *** *** ***
BB1201.2 MCC; ref:MCC-002 nr *** *** ***
BB1201.3 MCC; ref:MCC-003 nr *** *** ***
BB1201.4 MCC; ref:MCC-004 nr *** *** ***
BB1201.5 MCC; ref:MCC-005 nr *** *** ***
BB1201.6 MCC; ref:MCC-006 nr *** *** ***
BB1201.7 MCC; ref:MCC-007 nr *** *** ***
BB1201.8 MCC; ref:MCC-008 nr *** *** ***
BB1201.9 MCC; ref:MCC-009 nr *** *** ***
BB1201.10 MCC; ref:MCC-010 nr *** *** ***
BB1201.11 MCC; ref:MCC-011 nr *** *** ***
BB1201.12 MCC; ref:MCC-012 nr *** *** ***
BB1201.13 MCC; ref:MCC-013 nr *** *** ***
BB1201.14 MCC; ref:MCC-014 nr *** *** ***
BB1201.15 MCC; ref:MCC-015 nr *** *** ***
BB1201.16 MCC; ref:MCC-016 nr *** *** ***
BB1201.17 MCC; ref:MCC-017 nr *** *** ***
-----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.6/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.6 G1.6 : Control Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
CONTROL SYSTEMS : ELECTRICAL AND
CONTROL FOR ECS
Equipment and ancillaries (Cont'd)
Motor control centres (MCCs);
including all necessary
switchgears, starters and
accessories; as shown on Drawing
No. LCC300/31/M13/001 to 021(Cont'd)
BB1201.18 MCC; ref:MCC-020 nr *** *** ***
BB1201.19 MCC; ref:MCC-021 nr *** *** ***
BB1201.20 MCC; ref:MCC-022 nr *** *** ***
BB1201.21 MCC; ref:LCP-001 nr *** *** ***
BB1201.22 MCC; ref:LCP-002 nr *** *** ***
BB1201.23 MCC; ref:LCP-003 nr *** *** ***
BB1201.24 MCC; ref:LCP-004 nr *** *** ***
BB1201.25 MCC; ref:LCP-005 nr *** *** ***
BB1201.26 MCC; ref:LCP-006 nr *** *** ***
BB1201.27 MCC; ref:LCP-007 nr *** *** ***
BB1201.28 MCC; ref:LCP-008 nr *** *** ***
BB1201.29 MCC; ref:LCP-009 nr *** *** ***
BB1201.30 MCC; ref:LCP-010 nr *** *** ***
BB1201.31 MCC; ref:LCP-012 nr *** *** ***
BB1201.32 MCC; ref.LCP-013 nr *** *** ***
BB1201.33 MCC; ref:LCP-014 nr *** *** ***
BB1201.34 MCC; ref:LCP-015 nr *** *** ***
-----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.6/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.6 G1.6 : Control Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
CONTROL SYSTEMS : ELECTRICAL AND
CONTROL FOR ECS
Equipment and ancillaries (Cont'd)
Motor control centres(MCCs);
including all necessary
switchgears, starters and
accessories; as shown on Drawing
No. LCC300/31/M13/001 to 021(Cont'd)
BB1201.35 MCC; ref:LCP-016 nr *** *** ***
BB1201.36 MCC; ref:LCP-017 nr *** *** ***
BB1201.37 MCC; ref:LCP-018 nr *** *** ***
BB1201.38 MCC; ref:LCP-019 nr *** *** ***
BB1201.39 MCC; ref:LCP-020 nr *** *** ***
BB1201.40 MCC; ref:LCP-021 nr *** *** ***
BB1201.41 MCC; ref:LCP-022 nr *** *** ***
BB1201.42 MCC; ref:LCP-023 nr *** *** ***
BB1201.43 MCC; ref:LCP-101 nr *** *** ***
BB1201.44 MCC; ref:LCP-102 nr *** *** ***
BB1201.45 MCC; ref:LCP-103 nr *** *** ***
BB1201.46 MCC; ref:LCP-201 nr *** *** ***
BB1201.47 MCC; ref:LCP-202 nr *** *** ***
BB1201.48 MCC; ref:LCP-203 nr *** *** ***
BB1201.49 MCC; ref:LCP-204 nr *** *** ***
BB1201.50 MCC; ref:LCP-205 nr *** *** ***
BB1201.51 MCC; ref:LCP-206 nr *** *** ***
BB1201.52 MCC; ref:LCP-207 nr *** *** ***
BB1201.53 MCC; ref:LCP-208 nr *** *** ***
BB1201.54 MCC; ref:LCP-209 nr *** *** ***
BB1201.55 MCC; ref:LCP-210 nr *** *** ***
BB1201.56 MCC; ref:LCP-401 nr *** *** ***
BB1201.57 MCC; ref:LCP-402 nr *** *** ***
BB1201.58 MCC; ref:LCP-403 nr *** *** ***
BB1201.59 MCC; ref:LCP-404 nr *** *** ***
BB1201.60 MCC; ref:LCP-405 nr *** *** ***
-----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.6/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.6 G1.6 : Control Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
CONTROL SYSTEMS : ELECTRICAL AND CONTROL
FOR ECS
Equipment and ancillaries(Cont'd)
Motor control centres (MCCs);
including all necessary
switchgears, starters and
accessories; as shown on Drawing
No. LCC300/31/M13/001 to 021(Cont'd)
BB1201.61 MCC; ref:LCP-406 nr *** *** ***
BB1201.62 MCC; ref:LCP-407 nr *** *** ***
BB1201.63 MCC; ref:LCP-408 nr *** *** ***
BB1201.64 MCC; ref:LCP-409 nr *** *** ***
BB1201.65 MCC; ref:LCP-410 nr *** *** ***
BB1201.66 MCC; ref:LCP-411 nr *** *** ***
BB1201.67 MCC; ref:LCP-412 nr *** *** ***
BB1201.68 MCC; ref:LCP-413 nr *** *** ***
BB1201.69 MCC; ref:LCP-414 nr *** *** ***
BB1201.70 MCC; ref:LCP-415 nr *** *** ***
BB1201.71 MCC; ref:LCP-416 nr *** *** ***
BB1201.72 MCC; ref:LCP-501 nr *** *** ***
BB1201.73 MCC; ref:LCP-502 nr *** *** ***
BB1201.74 MCC; ref:LCP-601 nr *** *** ***
BB1201.75 MCC; ref:LCP-602 nr *** *** ***
BB1201.76 MCC; ref:LCP-603 nr *** *** ***
BB1201.77 MCC; ref:LCP-604 nr *** *** ***
BB1201.78 MCC; ref:LCP-605 nr *** *** ***
BB1201.79 MCC; ref:LCP-606 nr *** *** ***
BB1201.80 MCC; ref:LCP-607 nr *** *** ***
BB1201.81 MCC; ref:LCP-608 nr *** *** ***
BB1201.82 MCC; ref:LCP-609 nr *** *** ***
BB1201.83 MCC; ref:LCP-610 nr *** *** ***
BB1201.84 MCC; ref:LCP-611 nr *** *** ***
-----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.6/4 Contract No. LCC-30O
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.6 G1.6 : Control Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
CONTROL SYSTEMS : ELECTRICAL AND
CONTROL FOR ECS
Equipment and ancillaries (Cont'd)
Variable frequency drives
BB1201.85 11 KW nr *** *** ***
BB1201.86 15 KW nr *** *** ***
BB1201.87 22 KW nr *** *** ***
BB1201.88 37 KW nr *** *** ***
Final circuits; power cables
From motor control centres to air cooled chillers;
including copper cables and conduits, trunkings,
trays, etc
BB1208.1 ACC-001 to 008 nr *** *** ***
From motor control centres to chilled water pumps;
including copper cables and conduits, trunkings,
trays, etc
BB1208.2 CHP-001 to 010 nr *** *** ***
From motor control centres to smoke extraction fans;
including copper cables and conduits, trunkings,
trays, etc
BB1208.3 generally nr *** *** ***
From local control centres to air handling units;
including copper cables and conduits, trunkings,
trays, etc
BB1208.4 generally nr *** *** ***
From local control centres to fans;
including copper cables and
conduits, trunkings, trays, etc
BB1208.5 generally nr *** *** ***
-----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.6/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.6 G1.6 : Control Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
CONTROL SYSTEMS : ELECTRICAL AND
CONTROL FOR ECS
Final circuits: control cables
From motor control centres to and
including emergency stop push
button
BB1208.6 generally nr *** *** ***
From motor control centers to
motorized dampers; including all
necessary cables and conduits,
trunkings, trays, etc. (motorized
dampers measured separately)
BB1208.7 generally nr *** *** ***
-----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.6/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.6 G1.6 : Control Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as required
by the Contract, which has been omitted from or has
not been separately itemised in this Lump Sum Breakdown
and for which a separate charge is required.
The unit of measurement for any Contractor's Other
Charge shall be "sum", with Quantity and Rate columns
entered with "N/A". *** *** ***
-----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.6/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1: ECS
Lump Sum Item LSG1.6 G1.6 : Control Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with CESMM3
Section 7 ***
-----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.6/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1: ECS
Lump Sum Item LSG1.6 G1.6 : Control Systems
DESCRIPTION AMOUNT HK$
------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG1.6
: Control Systems
Page No.LSG1.6/1 ***
Page No.LSG1.6/2 ***
Page No.LSG1.6/3 ***
Page No.LSG1.6/4 ***
Page No.LSG1.6/5 ***
Page No.LSG1.6/6 ***
Page No.LSG1.6/7 ***
Page No.LSG1.6/8 ***
------------------------------------------------------------
Total of Lump Sum Item LSG1.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.6/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.7 G1.7 : Sundries
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
SUNDRIES
Allow for the following and executing to the
satisfaction of the Engineer
BB1909.1 Provision of testing, including integrated testing,
setting to work and commissioning the complete
ECS Installation
BB1909.2 generally sum *** *** ***
Providing of plates, discs, Labels, tags, coloured
stencil and painted bands for plant, equipment,
cables, switches and the like
BB1909.3 generally sum *** *** ***
Providing of fire stopping including internal fire
barriers to trunking, busbar trunking, inside pipe
sleeves etc. and the like
BB1909.4 generally sum *** *** ***
-----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.7/1 Contract No. LCC-300
Contract No. LCC-300 Cost Center G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.7 G1.7 : Sundries
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charge shall be "sum", with Quantity and
Rate columns entered with "N/A". ***
-----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.7/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.7 G1.7 : Sundries
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7 ***
-----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG1.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.7/3 Contract No. LCC-300
Contract No. LCC-300 Cost Center G : Terminus Building - E&M Works
Lump Sum Breakdown G1 : ECS
Lump Sum Item LSG1.7 G1.7 : Sundries
DESCRIPTION AMOUNT HK$
------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG1.7
: Sundries
Page No.LSG1.7/1 ***
Page No.LSG1.7/2 ***
Page No.LSG1.7/3 ***
------------------------------------------------------------
Total of Lump Sum Item LSG1.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG1.7/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.1 G2.1 : Incoming Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
INCOMING SERVICES
Equipment and ancillaries
L.V. Switchboards; including all necessary
switchgears and accessories; as shown on
Drawing no.LCC300/31/E50/001
BA0201.1 generally; ref: Main L.V. Switch Cubicle No.1 nr *** *** ***
L.V. Switchboards; including all necessary
switchgears and accessories; as shown on Drawing
no.LCC300/31/E50/002 & 003
BA0201.2 generally; ref: Main L.V. Switch Cubicle No.2 nr *** *** ***
L.V. Switchboards; including all necessary
switchgears and accessories; as shown on Drawing
no.LCC300/31/E50/004 & 005
BA0201.3 generally; ref: Main L.V. Switch Cubicle No.3 nr *** *** ***
L.V. Switchboards; including all necessary
switchgears and accessories; as shown on Drawing
no.LCC300/31/E50/006 & 007
BA0201.4 generally; ref: Main L.V. Switch Cubicle No.4 nr *** *** ***
L.V. Switchboards; including all necessary
switchgears and accessories; as shown on Drawing
no.LCC300/31/E50/008 & 009
BA0201.5 generally; ref: L.V. Switch Cubicle No.5 nr *** *** ***
L.V. Switchboards; including all necessary
switchgears and accessories; as shown on Drawing
no.LCC300/31/E50/010 & 011
BA0201.6 generally; ref: L.V. Switch Cubicle No.6 nr *** *** ***
-----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.1 G2.1 : Incoming Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
INCOMING SERVICES
Equipment and ancillaries(Cont'd)
L.V. Switchboards; including all necessary
switchgears and accessories; as shown on Drawing
no.LCC300/31/E50/012 & 013
BA0201.7 generally; ref: Government L.V. Switch Cubicle No.1 nr *** *** ***
L.V. Switchboards; including all necessary
switchgears and accessories; as shown on Drawing
no.LCC300/31/E50/014
BA0201.8 generally; ref: Government L.V. Switch Cubicle No.2 nr *** *** ***
L.V. Switchboards; including all necessary
switchgears and accessories; as shown on Drawing
no.LCC300/31/E50/003
BA0201.9 generally; ref: Essential Switch board at Generator
Room No.1 nr *** *** ***
L.V. Switchboards; including all necessary
switchgears and accessories; as shown on Drawing
no.LCC300/31/E50/007
BA0201.10 generally; ref: Essential Switch board at Generator
Room No.2 nr *** *** ***
-----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.1 G2.1 : Incoming Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate charge
is required.
The unit of measurement for any Contractor's Other
Charge shall be "sum", with Quantity and Rate
columns entered with "N/A". *** *** ***
-----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.1 G2.1 : Incoming Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7 ***
-----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.1/4 Contract No.LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.1 G2.1 : Incoming Services
DESCRIPTION AMOUNT HK$
---------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG2.1
: INCOMING SERVICES
Page NO.LSG2.1/1 ***
page NO.LSG2.1/2 ***
Page NO.LSG2.1/3 ***
Page No.LSG2.1/4 ***
---------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.1 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.1 G2.2 : Standby Equipment
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
STANDBY EQUIPMENT
Equipment and anci11aries
Uninterrupted Power System (UPS); including
battery set/battery racks, 4P automatic changeover
switches, UPS manual by-pass switches, surge
suppression devices, interconnecting cables and
all necessary accessories; as shown on Drawing No.
LCC300/31/E50/026
A0301.1 6kVA; 1 phase; 60 minutes nr *** *** ***
A0301.2 22kVA; 3 phase; 60 minutes nr *** *** ***
A0301.3 l00kVA;1 phrase; 60 minutes nr *** *** ***
A0301.4 l00kVA; 3 phrase; 60 minutes nr *** *** ***
110V DC battery/charger units; including 8kW
rectifier battery chargers, battery banks for 5
hours back up time, DC circuit breaker panels, DC
power system distribution board, isolating
switches, interconnecting cable trays, conduits,
cables and all necessary accessories; for
switchboard trip/close circuits
BA0301.5 generally nr *** *** ***
Package standby diesel generating set; complete
with storage tank and daily service fuel tank and
associated pipings, exhaust pipe and primary
exhaust silencer, control panel, main failure
relay, starting battery with charger, all internal
wiring, earthing, etc.
BA0301.6 620kVA nr *** *** ***
BA0301.7 760KVA nr *** *** ***
-----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 - 28 October 2002 LSG2.2/1 Contract No. LCC-300
Contract No. LCC-300 Cost Center G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.2 G2.2 : Standby Equipment
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate charge
is required.
The unit of measurement for any Contractor's Other
Charge shall be "sum", with Quantity and Rate
columns entered with "N/A". *** *** ***
-----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.2/2 Contract No.LCC-300
Contract No. LCC-300 Cost Center G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.2 G2.2 : Standby Equipment
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7 ***
-----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.2/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.2 G2.2 : Standby Equipment
DESCRIPTION AMOUNT HK$
---------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG2.2
: Standby Equipment
Page No.LSG2.2/1 ***
Page No.LSG2.2/2 ***
Page No.LSG2.2/3 ***
---------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
MAIN DISTRIBUTION SYSTEM
Equipment and ancillaries
Power factor improvement equipment; IEC 60831;
including capacitor, control relay, isolating
switches and interconnecting wiring
BA0401.1 200kVAr nr *** *** ***
Control gears
Isolating-switches; B.S. En 60947-3; metal clad
type; surface mounted to walls, columns and the
like
BA0401.2 32A; DP nr *** *** ***
BA0401.3 63A; DP nr *** *** ***
BA0401.4 32A; TPN nr *** *** ***
BA0401.5 63A; TPN nr *** *** ***
BA0401.6 100A; TPN nr *** *** ***
BA0401.7 125A; TPN nr *** *** ***
BA0401.8 160A; TPN nr *** *** ***
BA0401.9 200A; TPN nr *** *** ***
BA0401.10 315A; TPN nr *** *** ***
BA0401.11 400A; TPN nr *** *** ***
BA0401.12 500A; TPN nr *** *** ***
BA0401.13 600A; TPN nr *** *** ***
Fused switches; B.S. EN60947-3; metal clad type;
surface mounted to walls, columns and the like
BA0401.14 15A; TPN nr *** *** ***
BA0401.15 20A; TPN nr *** *** ***
BA0401.16 32A; TPN nr *** *** ***
BA0401.17 40A; TPN nr *** *** ***
-----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.3/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
MAIN DISTRIBUTION SYSTEM
Control gears(Cont'd)
Fused switches; B.S. EN60947-3; metal clad type;
surface mounted to walls, columns and the like
(Cont'd)
BA0401.18 63A; DP nr *** *** ***
BA0401.19 80A; DP nr *** *** ***
BA0401.20 63A; TPN nr *** *** ***
BA0401.21 80A; TPN nr *** *** ***
BA0401.22 100A; TPN nr *** *** ***
BA0401.23 160A; TPN nr *** *** ***
Manual by-pass isolating-switches; complete with
mechanical interlock
BA0401.24 32A; 4P nr *** *** ***
BA0401.25 63A; 4P nr *** *** ***
BA0401.26 160A; 4P nr *** *** ***
Automatic transfer switches
BA0401.27 32A; DP nr *** *** ***
BA0401.28 63A; DP nr *** *** ***
BA0401.29 32A; 4P nr *** *** ***
BA0401.30 160A; 4P nr *** *** ***
-----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.3/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
MAIN DISTRIBUTION SYSTEM
control gears (Cont'd)
All insulated switches; fixing in MCB distribution
boards
BA0401.31 32A; DP nr *** *** ***
BA0401.32 63A; DP nr *** *** ***
BA0401.33 80A; DP nr *** *** ***
BA0401.34 32A; TPN nr *** *** ***
BA0401.35 63A; TPN nr *** *** ***
BA0401.36 100A; TPN nr *** *** ***
BA0401.37 160A; TPN nr *** *** ***
BA0401.38 200A; TPN nr *** *** ***
All insulated switches; fixing in MCCB
distribution boards
BA0401.39 63A; TPN nr *** *** ***
BA0401.40 100A; TPN nr *** *** ***
BA0401.41 125A; TPN nr *** *** ***
BA0401.42 160A; TPN nr *** *** ***
BA0401.43 200A; TPN nr *** *** ***
BA0401.44 250A; TPN nr *** *** ***
BA0401.45 300A; TPN nr *** *** ***
BA0401.46 315A; TPN nr *** *** ***
BA0401.47 400A; TPN nr *** *** ***
BA0401.48 500A; TPN nr *** *** ***
BA0401.49 600A; TPN nr *** *** ***
BA0401.50 800A; TPN nr *** *** ***
-----------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
MAIN DISTRIBUTION SYSTEM
Control gears(Cont'd)
All insulated switches; fixing
to walls or columns
BA0401.51 800A; TPN nr *** *** ***
MCB distribution boards; B.S. EN
60539-3; including all necessary
fixings and supports; accessories;
earthing and bonding; surface
mounted; (MCBs, RCDs and incoming
isolating-switches measured
separately)
BA0401.52 4 way; SPN nr *** *** ***
BA0401.53 4 way; TPN nr *** *** ***
BA0401.54 6 way; SPN nr *** *** ***
BA0401.55 6 way; TPN nr *** *** ***
BA0401.56 8 way; SPN nr *** *** ***
BA0401.57 8 way; TPN nr *** *** ***
BA0401.58 10 way; SPN nr *** *** ***
BA0401.59 10 way; TPN nr *** *** ***
BA0401.60 12 way; SPN nr *** *** ***
BA0401.61 12 way; TPN nr *** *** ***
BA0401.62 14 way; SPN nr *** *** ***
BA0401.63 14 way; TPN nr *** *** ***
BA0401.64 16 way; TPN nr *** *** ***
Wooden meter boards for CLP meters;
with sufficient length for
BA0401.65 4 nrs nr *** *** ***
BA0401.66 6 nrs nr *** *** ***
BA0401.67 10 nrs nr *** *** ***
BA0401.68 11 nrs nr *** *** ***
BA0401.69 12 nrs nr *** *** ***
BA0401.70 16 nrs nr *** *** ***
BA0401.71 18 nrs nr *** *** ***
BA0401.72 20 nrs nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To collection of Lump Sum Item LSG2.3 ***
---------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.3/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
MAIN DISTRIBUTION SYSTEM
Control gears(Cont'd)
MCCB distribution boards; B.S. EN
60539-1; including all necessary
fixings and supports; accessories;
earthing and bonding; surface
mounted; (MCCBs and incoming
isolating-switches measured
separately)
BA0401.73 4 way; TPN nr *** *** ***
BA0401.74 6 way; TPN nr *** *** ***
BA0401.75 8 way; TPN nr *** *** ***
BA0401.76 12 way; TPN nr *** *** ***
Busbar ▇▇▇▇▇▇▇▇; including fixings
and supports; interconnecting cables
to incoming and outgoing
switchgears; earthing and bondings
BA0401.77 125A; TPN; with sufficient
length for 3 nrs of incoming
and outgoing switchgears nr *** *** ***
BA0401.78 160A; TPN; with sufficient
length for 3 nrs of incoming
and outgoing switchgears nr *** *** ***
BA0401.79 160A; TPN; with sufficient
length for 4 nrs of incoming
and outgoing switchgears nr *** *** ***
BA0401.80 200A; TPN; with sufficient
length for 5 nrs of incoming
and outgoing switchgears nr *** *** ***
BA0401.81 200A; TPN; with sufficient
length for 6 nrs of incoming
and outgoing switchgears nr *** *** ***
BA0401.82 315A; TPN; with sufficient
length for 4 nrs of incoming
and outgoing switchgears nr *** *** ***
BA0401.83 800A; TPN; with sufficient
length for 4 nrs of incoming
and outgoing switchgears nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To collection of Lump Sum Item LSG2.3 ***
---------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.3/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
MAIN DISTRIBUTION SYSTEM
Control gears(Cont'd)
Miniature circuit breakers(MCBs);
B.S. EN60898; fixing in MCB
distribution boards
BA0401.84 10A; SP nr *** *** ***
BA0401.85 15A;SP nr *** *** ***
BA0401.86 16A; SP nr *** *** ***
BA0401.87 20A; SP nr *** *** ***
BA0401.88 30A; SP nr *** *** ***
BA0401.89 32A; SP nr *** *** ***
BA0401.90 40A; SP nr *** *** ***
BA0401.91 10A; TP nr *** *** ***
BA0401.92 15A;TP nr *** *** ***
BA0401.93 16A; TP nr *** *** ***
BA0401.94 20A; TP nr *** *** ***
BA0401.95 30A; TP nr *** *** ***
BA0401.96 32A; TP nr *** *** ***
BA0401.97 40A; TP nr *** *** ***
BA0401.97A 63A; DP nr *** *** ***
BA0401.98 63A; TP nr *** *** ***
Integrated type miniature circuit
breakers (MCBs)/residual circuit
breakers (RCDs); fixing in MCB
distribution boards
BA0401.99 15A; DP; complete with built-in
RCD of 30 mA sensitivity nr *** *** ***
BA0401.99A 20A; DP; complete with built-in
RCD of 30 mA sensitivity nr *** *** ***
BA0401.100 30A; DP; complete with built-in
RCD of 30 mA sensitivity nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To collection of Lump Sum Item LSG2.3 ***
---------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSG2.3/6 Contract No. LCC-300
Addendum ▇▇.▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇ : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
MAIN DISTRIBUTION SYSTEM
Control gears(Cont'd)
Integrated type miniature circuit
breakers (MCBs)/residual circuit
breakers (RCDs); fixing in MCB
distribution boards (Cont'd)
BA0401.101 32A; DP; complete with built-in
RCD of 30 mA sensitivity nr *** *** ***
Moulded case circuit
breakers(MCCBs); B.S. EN60947-2;
fixing in MCCB distribution boards
BA0401.102 20A; DP nr *** *** ***
BA0401.103 32A; DP nr *** *** ***
BA0401.104 40A; DP nr *** *** ***
BA0401.105 63A; DP nr *** *** ***
BA0401.106 32A; TPN nr *** *** ***
BA0401.107 40A; TPN nr *** *** ***
BA0401.108 50A; TPN nr *** *** ***
BA0401.109 63A; TPN nr *** *** ***
BA0401.110 80A; TPN nr *** *** ***
BA0401.111 100A; TPN nr *** *** ***
BA0401.112 125A; TPN nr *** *** ***
BA0401.113 160A; TPN nr *** *** ***
BA0401.114 200A; TPN nr *** *** ***
BA0401.115 300A; TPN nr *** *** ***
BA0401.116 500A; TPN nr *** *** ***
Moulded case circuit
breakers(MCCBs); B.S. EN60947-2;
fixing to walls or column
BA0401.117 63A; TPN nr *** *** ***
BA0401.118 300A; TPN nr *** *** ***
BA0401.119 500A; TPN nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To collection of Lump Sum Item LSG2.3 ***
---------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.3/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
MAIN DISTRIBUTION SYSTEM
Factory fabricated, al1-insulated,
totally enclosed non-ventilated
type busduct and accessories with
full size copper busbars for three
phases and neutral; complete with
all necessary accessories; earthing
and bonding connections
Busducts
BA0404.1 600A; TPN m *** *** ***
BA0404.2 800A; TPN m *** *** ***
BA0404.3 ▇▇▇▇▇; ▇▇▇ m *** *** ***
BA0404.4 ▇▇▇▇▇; ▇▇▇ m *** *** ***
BA0404.5 ▇▇▇▇▇; ▇▇▇ m *** *** ***
BA0404.6 ▇▇▇▇▇; ▇▇▇ m *** *** ***
BA0404.7 ▇▇▇▇▇; ▇▇▇ m *** *** ***
Extra over ▇▇▇▇ ▇▇▇ busduct for
BA0404.8 bends nr *** *** ***
Extra over ▇▇▇▇ ▇▇▇ busduct for
BA0404.9 bends nr *** *** ***
BA0404.10 flange ends nr *** *** ***
Extra over ▇▇▇▇▇ ▇▇▇ busduct for
BA0404.11 bends nr *** *** ***
BA0404.12 flange ends nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To collection of Lump Sum Item LSG2.3 ***
---------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.3/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
MAIN DISTRIBUTION SYSTEM
Factory fabricated, all-insulated,
totally enclosed non-ventilated
type busduct and accessories with
full size copper busbars for three
phases and neutral; complete with
all necessary accessories;
earthing and bonding connections
(cont'd)
Busducts (Cont'd)
Extra over ▇▇▇▇▇ ▇▇▇ busduct for
BA0404.13 bends nr *** *** ***
BA0404.14 flange ends nr *** *** ***
Extra over ▇▇▇▇▇ ▇▇▇ busduct for
BA0404.15 bends nr *** *** ***
BA0404.16 flange ends nr *** *** ***
Extra over ▇▇▇▇▇ ▇▇▇ busduct for
BA0404.17 bends nr *** *** ***
BA0404.18 flange ends nr *** *** ***
Extra over ▇▇▇▇▇ ▇▇▇ busduct for
BA0404.19 bends nr *** *** ***
BA0404.20 flange ends nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To collection of Lump Sum Item LSG2.3 ***
---------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.3/9 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
MAIN DISTRIBUTION SYSTEM
600/1000V FR/LSOH/SWA/XLPE cables;
with copper conductors
Fixing to cable trays or ladders or
other surface
BA406.1 2-cores; 25mm2 m *** *** ***
BA406.2 2-cores; 35mm2 m *** *** ***
BA406.3 2-cores; 50mm2 m *** *** ***
BA406.4 2-cores; 70mm2 m *** *** ***
BA406.5 2-cores; 95mm2 m *** *** ***
BA406.6 2-cores; 120mm2 m *** *** ***
BA406.7 4-cores; 10mm2 m *** *** ***
BA406.8 4-cores; 16mm2 m *** *** ***
BA406.9 4-cores; 25mm2 m *** *** ***
BA406.10 4-cores; 35mm2 m *** *** ***
BA406.11 4-cores; 50mm2 m *** *** ***
BA406.12 4-cores; 70mm2 m *** *** ***
BA406.13 4-cores; 95mm2 m *** *** ***
BA406.14 4-cores; 120mm2 m *** *** ***
BA406.15 4-cores; 150mm2 m *** *** ***
BA406.16 4-cores; 185mm2 m *** *** ***
BA406.17 4-cores; 240mm2 m *** *** ***
BA406.18 4-cores; 300mm2 m *** *** ***
Drawing into underground ducts
BA406.19 4-cores; 25mm2 m *** *** ***
BA406.20 4-cores; 35mm2 m *** *** ***
BA406.21 4-cores; 50mm2 m *** *** ***
BA406.22 4-cores; 120mm2 m *** *** ***
BA406.23 4-cores; 240mm2 m *** *** ***
--------------------------------------------------------------------------------------------------------------
To collection of Lump Sum Item LSG2.3 ***
---------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.3/10 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
MAIN DISTRIBUTION SYSTEM
600/1000V FR/LSOH/SWA/XLPE cables;
with copper conductors (Cont'd)
Termination glands
BA406.24 2-cores; 25mm2 nr *** *** ***
BA406.25 2-cores; 35mm2 nr *** *** ***
BA406.26 2-cores; 50mm2 nr *** *** ***
BA406.27 2-cores; 70mm2 nr *** *** ***
BA406.28 2-cores; 95mm2 nr *** *** ***
BA406.29 2-cores; 120mm2 nr *** *** ***
BA406.30 4-cores; 10mm2 nr *** *** ***
BA406.31 4-cores; 16mm2 nr *** *** ***
BA406.32 4-cores; 25mm2 nr *** *** ***
BA406.33 4-cores; 35mm2 nr *** *** ***
BA406.34 4-cores; 50mm2 nr *** *** ***
BA406.35 4-cores; 70mm2 nr *** *** ***
BA406.36 4-cores; 95mm2 nr *** *** ***
BA406.37 4-cores; 120mm2 nr *** *** ***
BA406.38 4-cores; 150mm2 nr *** *** ***
BA406.39 4-cores; 185mm2 nr *** *** ***
BA406.40 4-cores; 240mm2 nr *** *** ***
BA406.41 4-cores; 300mm2 nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To collection of Lump Sum Item LSG2.3 ***
---------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.3/11 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
MAIN DISTRIBUTION SYSTEM
600/1000V LSOH/SWA/XLPE cables;
with copper conductors
Fixing to cable trays or ladders
or other surface
BA406.42 2-cores; 16mm2 m *** *** ***
BA406.43 2-cores; 25mm2 m *** *** ***
BA406.44 2-cores; 35mm2 m *** *** ***
BA406.45 2-cores; 70mm2 m *** *** ***
BA406.46 2-cores; 95mm2 m *** *** ***
BA406.46A 4-cores; 6mm2 m *** *** ***
BA406.47 4-cores; 10mm2 m *** *** ***
BA406.48 4-cores; 16mm2 m *** *** ***
BA406.49 4-cores; 25mm2 m *** *** ***
BA406.50 4-cores; 35mm2 m *** *** ***
BA406.51 4-cores; 50mm2 m *** *** ***
BA406.52 4-cores; 70mm2 m *** *** ***
BA406.53 4-cores; 95mm2 m *** *** ***
BA406.54 4-cores; 120mm2 m *** *** ***
BA406.55 4-cores; 150mm2 m *** *** ***
BA406.56 4-cores; 185mm2 m *** *** ***
BA406.57 4-cores; 240mm2 m *** *** ***
BA406.58 4-cores; 300mm2 m *** *** ***
BA406.59 4-cores; 400mm2 m *** *** ***
BA406.60 2-cores; 35mm2 m *** *** ***
BA406.61 4-cores; 25mm2 m *** *** ***
BA406.62 4-cores; 35mm2 m *** *** ***
--------------------------------------------------------------------------------------------------------------
To collection of Lump Sum Item LSG2.3 ***
---------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1 : 28 June 2002 LSG2.3/12 Contract No. LCC-300
Addendum ▇▇.▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇ : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
MAIN DISTRIBUTION SYSTEM
600/1000V LSOH/SWA/XLPE cables;
with copper conductors(Cont'd)
Drawing into underground ducts
BA406.63 4-cores; 50mm2 m *** *** ***
BA406.64 4-cores; 95mm2 m *** *** ***
BA406.65 4-cores; 150mm2 m *** *** ***
BA406.66 4-cores; 240mm2 m *** *** ***
BA406.67 4-cores; 300mm2 m *** *** ***
BA406.68 4-cores; 400mm2 m *** *** ***
Termination glands
BA406.69 2-cores; 16mm2 nr *** *** ***
BA406.70 2-cores; 25mm2 nr *** *** ***
BA406.71 2-cores; 35mm2 nr *** *** ***
BA406.72 2-cores; 70mm2 nr *** *** ***
BA406.73 2-cores; 95mm2 nr *** *** ***
BA406.73A 4-cores; 6mm2 nr *** *** ***
BA406.73B 4-cores; 10mm2 nr *** *** ***
BA406.74 4-cores; 16mm2 nr *** *** ***
BA406.75 4-cores; 25mm2 nr *** *** ***
BA406.76 4-cores; 35mm2 nr *** *** ***
BA406.77 4-cores; 50mm2 nr *** *** ***
BA406.78 4-cores; 70mm2 nr *** *** ***
BA406.79 4-cores; 95mm2 nr *** *** ***
BA406.80 4-cores; 120mm2 nr *** *** ***
BA406.81 4-cores; 150mm2 nr *** *** ***
BA406.82 4-cores; 185mm2 nr *** *** ***
BA406.83 4-cores; 240mm2 nr *** *** ***
BA406.84 4-cores; 300mm2 nr *** *** ***
BA406.85 4-cores; 400mm2 nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To collection of Lump Sum Item LSG2.3 ***
---------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSG2.3/13 Contract No. LCC-300
Addendum ▇▇.▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇ : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
MAIN DISTRIBUTION SYSTEM
450/750V LSOH cables; with
Copper conductors
Drawing into trunking
BA406.86 1-core; 6mm2 m *** *** ***
BA406.87 1-core; 10mm2 m *** *** ***
BA406.88 1-core; 16mm2 m *** *** ***
BA406.89 1-core; 25mm2 m *** *** ***
BA406.90 l-core; 50mm2 m *** *** ***
BA406.91 1-core; 70mm2 m *** *** ***
BA406.92 1-core; 95mm2 m *** *** ***
BA406.93 1-core; 120mm2 m *** *** ***
BA406.94 1-core; 150mm2 m *** *** ***
BA406.95 1-core; 185mm2 m *** *** ***
BA406.96 1-core; 240mm2 m *** *** ***
BA406.97 1-core; 400mm2 m *** *** ***
--------------------------------------------------------------------------------------------------------------
To collection of Lump Sum Item LSG2.3 ***
---------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.3/14 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A". ***
--------------------------------------------------------------------------------------------------------------
To collection of Lump Sum Item LSG2.3 ***
---------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 October 2002 LSG2.3/15 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.3 G2.3 : Main Distribution System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7 ***
--------------------------------------------------------------------------------------------------------------
To collection of Lump Sum Item LSG2.3 ***
---------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.3/16 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.3 G2.3 : Main Distribution System
DESCRIPTION AMOUNT HK$
-------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG2.3
: Main Distribution System
Page No.LSG2.3/1 ***
Page No.LSG2.3/2 ***
Page No.LSG2.3/3 ***
Page No.LSG2.3/4 ***
Page No.LSG2.3/5 ***
Page No.LSG2.3/6 ***
Page No.LSG2.3/7 ***
Page No.LSG2.3/8 ***
Page No.LSG2.3/9 ***
Page No.LSG2.3/10 ***
Page No.LSG2.3/11 ***
Page No.LSG2.3/12 ***
Page No.LSG2.3/13 ***
Page No.LSG2.3/14 ***
Page No.LSG2.3/15 ***
Page No.LSG2.3/16 ***
-------------------------------------------------
Total of Lump Sum Item LSG2.3 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.3/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.4 G2.4 : Lighting and Power
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
LIGHTING AND POWER
Final circuits in LSHF copper
cables and conduits
Single core; 2.5mm2
BA0507.1 lighting points nr *** *** ***
BA0507.2 switch points; 1 way 1 gang nr *** *** ***
BA0507.3 switch points; 1 way 2 gang nr *** *** ***
BA0507.4 switch points; 1 way 4 gang nr *** *** ***
BA0507.5 switch points; 2 way 1 gang nr *** *** ***
BA0507.6 switch points; 2 way 2 gang nr *** *** ***
BA0507.6A socket outlet points; 13A; single nr *** *** ***
BA0507.7 fuse spur unit points; 13A nr *** *** ***
BA0507.8 fuse spur unit points; 13A;
via double pole switches nr *** *** ***
BA0507.9 connection unit points; 20A; DP nr *** *** ***
BA0507.10 isolatinq switch points; 15A; TPN nr *** *** ***
Single core; 2.5mm2; ring
BA0507.11 socket outlet points; 5A; single nr *** *** ***
BA0507.12 socket outlet points; 13A; single nr *** *** ***
BA0507.13 socket outlet points; 13A; twin nr *** *** ***
BA0507.14 socket outlet points; 13A; single;
mounting on floor boxes nr *** *** ***
BA0507.15 socket outlet points; 13A; twin;
mounting on floor boxes nr *** *** ***
BA0507.16 fuse spur unit points; 13A nr *** *** ***
BA0507.17 fuse spur unit points; 13A;
via double pole switches nr *** *** ***
BA0507.18 fuse spur unit points; 13A;
mounting on floor boxes nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To collection of Lump Sum Item LSG2.4 ***
---------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSG2.4/1 Contract No. LCC-300
Addendum ▇▇.▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇ : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.4 G2.4 : Lighting and Power
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
LIGHTING AND POWER
Final circuits in LSHF Copper
cables and conduits(Cont'd)
Single core; 4.0mm2
BA0507.19 lighting points nr *** *** ***
BA0507.20 socket outlet points; 13A; single nr *** *** ***
BA0507.21 socket outlet points; 13A; twin nr *** *** ***
BA0507.22 fuse spur unit points; 13A nr *** *** ***
BA0507.23 fuse spur unit points; 13A;
via double pole switches nr *** *** ***
BA0507.24 fuse spur unit points; 13A;
mounting on floor boxes nr *** *** ***
BA0507.25 connection unit points; 20A; DP nr *** *** ***
BA0507.26 connection unit points; 20A; DP;
via double pole switches nr *** *** ***
BA0507.27 connection unit points; 30A; DP nr *** *** ***
BA0507.28 connection unit points; 30A; DP;
via double pole switches nr *** *** ***
Single core; 4.0mm2; ring
BA0507.29 socket outlet points; 13A; single nr *** *** ***
BA0507.30 socket outlet points; 13A; twin nr *** *** ***
Single core; 6.0mm2
BA0507.31 lighting points nr *** *** ***
BA0507.32 socket outlet points; 32A;
3 phase; single nr *** *** ***
BA0507.33 fuse spur unit points; 13A nr *** *** ***
BA0507.34 fuse spur unit points; 13A; via
double pole switches nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To collection of Lump Sum Item LSG2.4 ***
---------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.4/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.4 G2.4 : Lighting and Power
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
LIGHTING AND POWER
Final circuits in FR/LSOH copper
cables and conduits
Single core; 2.5mm2
BA0507.35 lighting points nr *** *** ***
BA0507.36 switch points; 1 way 1 gang nr *** *** ***
BA0507.37 switch points; 1 way 2 gang nr *** *** ***
BA0507.38 switch points; 2 way 1 gang nr *** *** ***
BA0507.39 fuse spur unit points; 13 A;
via double pole switches nr *** *** ***
Final circuits in XLPE/SWA/PVC
copper cables and cable ducts
(cable ducts measured separately)
Single core; 6.0mm2
BA0507.40 lighting points nr *** *** ***
Lighting control
Allow for remote lighting control by
timers, photoelectric sensors,
by-pass switches and hardwire remote
control; including control devices,
contactors, conduits, wirings and
all necessary accessories
BA0507.41 generally sum ***
--------------------------------------------------------------------------------------------------------------
To collection of Lump Sum Item LSG2.4 ***
---------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.4/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.4 G2.4 : Lighting and Power
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
LIGHTING AND POWER
Lighting fittings : complete with
associated lamps or tubes
▇▇▇▇▇▇ type fluorescent
luminaires; ceiling mounted
BA0508.1 1 x 36W; ref:F3 nr *** *** ***
BA0508.2 1 x 36W; complete with 2 hours
emergency battery conversion kits;
ref:F3A nr *** *** ***
BA0508.3 2 x 36W; ref:F34 nr *** *** ***
BA0508.4 2 x 36W; complete with 2 hours
emergency battery conversion kits;
ref:F3AC nr *** *** ***
Fluorescent luminaires; ceiling
mounted
BA0508.5 1 x 18W; complete with
diffusers; ref:F20 nr *** *** ***
BA0508.6 1 x 18W; complete with
diffusers and 2 hours emergency
battery conversion kits; ref:F20B nr *** *** ***
BA0508.7 1 x 36W; complete with
diffusers; ref:F19 nr *** *** ***
BA0508.8 1 x 36W; complete with
diffusers and 2 hours emergency
battery conversion kits; ref:F19A nr *** *** ***
BA0508.9 1 x 58W; ref:F18 nr *** *** ***
BA0508.10 2 x 36W; complete with
diffusers; ref:F17 nr *** *** ***
BA0508.11 2 x 36W; complete with
diffusers and 2 hours emergency
battery conversion kits; ref:F17A nr *** *** ***
Waterproof fluorescent luminaires;
ceiling mounted
BA0508.12 2 x 18W; ref:F13 nr *** *** ***
BA0508.13 2 x 36W; ref:F11 nr *** *** ***
BA0508.14 2 x 36W; complete with 2
hours emergency battery conversion
kits; ref:F11A nr *** *** ***
BA0508.15 2 x 36W; ref:F16 nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To collection of Lump Sum Item LSG2.4 ***
---------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.4/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.4 G2.4 : Lighting and Power
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
LIGHTING AND POWER
Lighting fittings; complete with
associated lamps or tubes(Cont'd)
Fluorescent luminaires light
panels; recessed mounted on false
ceiling
BA0508.16 2 x 18W; 600 x 600mm; complete
with double parabolic louvres;
ref:F35 nr *** *** ***
BA0508.17 2 x 18W; 600 x 600mm; complete with
double parabolic louvres; and 2
hours emergency battery conversion
kits; ref:F35A nr *** *** ***
BA0508.18 2 x 36W; 600 x 1200mm; complete
with double parabolic louvres;
ref:F24 nr *** *** ***
BA0508.19 2 x 36W; 600 x 1200mm; complete with
double parabolic louvres; and 2
hours emergency battery conversion
kits; ref:F24A nr *** *** ***
BA0508.20 3 x 36W; 600 x 1200mm; complete
with double parabolic louvres;
ref:F25 nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To collection of Lump Sum Item LSG2.4 ***
---------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.4/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.4 G2.4 : Lighting and Power
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
LIGHTING AND POWER
Lighting fittings; complete with
associated lamps or tubes(Cont'd)
Waterproof fluorescent luminaires;
pendant mounted
BA0508.21 2 x 36W; ref:F11 nr *** *** ***
BA0508.22 2 x 36W; complete with 2
hours emergency battery conversion
kits; ref:F11A nr *** *** ***
BA0508.23 2 x 36W; ref:F16 nr *** *** ***
BA0508.24 2 x 36W; ref:F34 nr *** *** ***
Fluorescent luminaires; pendant
mounted
BA0508.25 1 x 36W; complete with
diffusers and 2 hours emergency
battery conversion kits; ref:F19A nr *** *** ***
BA0508.26 2 x 36W; 1200mm; complete with
diffusers; ref:F17 nr *** *** ***
▇▇▇▇▇▇ type fluorescent
luminaires; wall mounted
BA0508.27 1 x 18W; complete with 2
hours emergency battery conversion
kits; ref:F2A nr *** *** ***
BA0508.28 1 x 36W; 1200mm; ref:F4 nr *** *** ***
BA0508.29 1 x 36W; 1200mm; complete with 2
hours emergency battery conversion
kits; ref:F4A nr *** *** ***
Waterproof fluorescent luminaires;
wall mounted
BA0508.30 1 x 18W; complete with
polycarbonate diffusers; ref:F5A nr *** *** ***
BA0508.31 1 x 18W; complete with
diffusers and 2 hours emergency
battery conversion kits; ref:F5B nr *** *** ***
BA0508.32 1 x 18W; ref:F6A nr *** *** ***
BA0508.33 1 x 18W; complete with 2
hours emergency battery conversion
kits; ref:F6B nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To collection of Lump Sum Item LSG2.4 ***
---------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSG2.4/6 Contract No. LCC-300
Addendum ▇▇.▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇ : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.4 G2.4 : Lighting and Power
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------
LIGHTING AND POWER
Lighting fittings; complete with
associated lamps or tubes(Cont'd)
Waterproof fluorescent luminaires;
wall mounted (Cont'd)
BA0508.34 2 x 36W; ref:F11B nr *** *** ***
BA0508.35 2 x 36W; complete with 2
hours emergency battery conversion
kits; ref:F11C nr *** *** ***
BA0508.36 2 x 36W; ref:F34A nr *** *** ***
BA0508.37 2 x 36W; complete with 2
hours emergency battery conversion
kits; ref:F34B nr *** *** ***
Waterproof fluorescent luminaires;
surface mounted below platfrom
BA0508.38 1 x 58W; ref:F14 nr *** *** ***
BA0508.39 1 x 58W; complete with 2
hours emergency battery conversion
kits; ref:F14A nr *** *** ***
Fluorescent luminaires; wall
mounted
BA0508.40 1 x 18W; complete with
diffusers; ref:F20A nr *** *** ***
BA0508.41 1 x 18W; complete with
diffusers and 2 hours emergency
battery conversion kits; ref:F20C nr *** *** ***
BA0508.42 1 x 36W; complete with
diffusers; ref:F19B nr *** *** ***
BA0508.43 1 x 36W; complete with
diffusers and 2 hours emergency
battery conversion kits; ref:F19C nr *** *** ***
BA0508.44 2 x 36W; complete with
diffusers; ref:F17B nr *** *** ***
BA0508.45 2 x 36W; complete with
diffusers and 2 hours emergency
battery conversion kits; ref:F17C nr *** *** ***
--------------------------------------------------------------------------------------------------------------
To collection of Lump Sum Item LSG2.4 ***
---------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.4/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.4 G2.4 : Lighting and Power
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
LIGHTING AND POWER
Lighting fittings; complete with associated
lamps or tubes(Cont'd)
Flameproof ▇▇▇▇▇▇ type fluorescent luminaires;
wall mounted
BA0508.46 1 x 18W; ref:F31 nr *** *** ***
BA0508.47 1 x 36W; ref:F7 nr *** *** ***
Downlights; surface mounted
BA0508.48 1 x 150W; ref:F28 nr *** *** ***
Compact fluorescent downlights; recessed
mounted on false ceiling
BA0508.49 1 x 42W; dia. 245mm; ref:F15 nr *** *** ***
BA0508.50 1 x 42W; dia. 245mm; ; complete with 2 hours
emergency battery conversion kits; ref:F15A nr *** *** ***
BA0508.51 2 x 42W; dia.245mm; ref:F12 nr *** *** ***
BA0508.52 2 x 42W; dia. 245mm; ; complete with 2 hours
emergency battery conversion kits; ref:F12A nr *** *** ***
Waterproof compact fluorescent downlights;
recessed mounted on false ceiling
BA0508.53 1 x 18W; dia. 205mm; ref:F26 nr *** *** ***
BA0508.54 1 x 18W; dia. 205mm; complete with 2 hours
emergency battery conversion kits; ref:F26A nr *** *** ***
Compact discharge luminaires; surface mounted
or pendant
BA0508.55 1 x 150W; ref:F8 nr *** *** ***
BA0508.56 1 x 150W; completed with 1 x 100W tungster
halogen auxiliary lamp and changover lighting
control gear; ref: F8A nr *** *** ***
Discharge lighting luminaires; wall mounted
BA0508.57 1 x 100W; ref:F10 nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.4/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.4 G2.4 : Lighting and Power
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
LIGHTING AND POWER
Lighting fittings; complete with associated
lamps or tubes(Cont'd)
Uplighters; surface mounted
BA0508.58 1 x 150W; ref:F21 nr *** *** ***
Spot lightings; recessed mounted on false
ceiling
BA0508.59 1 x 50W; dia. 100mm; ref:F22 nr *** *** ***
Engaged lightings; surface mounted
BA0508.60 generally; ref:F23 nr *** *** ***
Downlights; surface vertical mounted
BA0508.60A 1 x 150W; ref:F27 nr *** *** ***
Floodlights; surface mounted
BA0508.61 1 x 150W; ref:F39 nr *** *** ***
BA0508.62 1 x 250W; ref:F29 nr *** *** ***
Floodlights; poled mounted
BA0508.63 1 x 150W; complete with 3m poles; ref:F30 nr *** *** ***
Road lighting; poled mounted
BA0508.64 1 x 150W; complete with poles; ref:F9 nr *** *** ***
Area floodlights; poled mounted
BA0508.65 1 x 1000W; 2 nos. mount on poles; completed
with 6m poles; ref:F36 nr *** *** ***
BA0508.66 1 x 150W; completed with 5m poles; ref:F37 nr *** *** ***
BA0508.67 1 x 150W; 2 nos. mount on poles at 180 degree;
completed with 5m poles; ref:F37A nr *** *** ***
BA0508.68 1 x 150W; 2 nos. mount on poles at 90 degree;
completed with 5m poles; ref:F37B nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No.1 LSG2.4/9 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.4 G2.4 : Lighting and Power
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
LIGHTING AND POWER
Accessories
Lighting switches; B.S. 3676; ; surface mounted
to walls, columns and the like
BA0508.69 10A; SP; 1 gang; 1 way nr *** *** ***
BA0508.70 10A; SP; 1 gang; 1 way; weatherproof nr *** *** ***
BA0508.71 10A; SP; 2 gang; 1 way nr *** *** ***
BA0508.72 10A; SP; 4 gang; 1way nr *** *** ***
BA0508.73 10A; SP; 1 gang; 2 way nr *** *** ***
BA0508.74 10A; SP; 1 gang; 2 way; weatherproof nr *** *** ***
BA0508.75 10A; SP; 2 gang; 2 way nr *** *** ***
Socket outlets; B.S. 1363; metal clad type ;
surface mounted to walls, columns and the like
BA0508.76 5A; 3 pins; single nr *** *** ***
BA0508.77 13A; 3 pins; single nr *** *** ***
BA0508.78 13A; 3 pins; twin nr *** *** ***
Weatherproof socket outlets; B.S.
4343; metal clad type; flush
mounted to walls, columns and the
like
BA0508.79 13A; 3 pins; single nr *** *** ***
BA0508.80 13A; 3 pins; twin nr *** *** ***
BA0508.81 32A; 3 phase; 5 pins nr *** *** ***
Fuse spur units; B.S. 5733 completed with a
fuse link; metal clad type ; surface mounted to
walls, columns and the like
BA0508.82 13A nr *** *** ***
BA0508.83 13A; complete with double pole switches; fused
at 2A nr *** *** ***
BA0508.84 13A; complete with double pole switches; fused
at 5A nr *** *** ***
BA0508.85 13A; complete with double pole switches nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.4/10 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.4 G2.4 : Lighting and Power
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
LIGHTING AND POWER
Accessories(Cont'd)
Connection unit
BA0508.86 20A; DP nr *** *** ***
BA0508.87 20A; DP; complete with double pole switches nr *** *** ***
BA0508.88 30A; DP nr *** *** ***
BA0508.89 30A; DP; complete with double pole switches nr *** *** ***
Underfloor trunking floor outlet boxes
BA0508.90 outlet boxes; complete with 1 no. 13A fuse spur
unit nr *** *** ***
BA0508.91 outlet boxes; complete with 2 nos. 13A 1 gang
socket outlets nr *** *** ***
BA0508.92 outlet boxes; complete with 2 nos. 13A 1 gang
twin socket outlets nr *** *** ***
BA0508.93 outlet boxes; complete with 4 nos. 13A 1 gang
socket outlets nr *** *** ***
Isolating-switches; B.S. En 60947-3; metal clad
type; surface mounted to walls, columns and the
like
BA0508.94 15A; TPN nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.4/11 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.4 G2.4 : Lighting and Power
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charge shall be "sum", with Quantity and
Rate columns entered with "N/A". Sum *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.4/12 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.4 G2.4 : Lighting and Power
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7 ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.4/13 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.4 G2.4 : Lighting and Power
DESCRIPTION AMOUNT HK$
---------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG2.4
: Lighting and Power
Page No.LSG2.4/1 ***
Page No.LSG2.4/2 ***
Page No.LSG2.4/3 ***
Page No.LSG2.4/4 ***
Page No.LSG2.4/5 ***
Page No.LSG2.4/6 ***
Page No.LSG2.4/7 ***
Page No.LSG2.4/8 ***
Page No.LSG2.4/9 ***
Page No.LSG2.4/10 ***
Page No.LSG2.4/11 ***
Page No.LSG2.4/12 ***
Page No.LSG2.4/13 ***
---------------------------------------------------------------------
Total of Lump Sum Item LSG2.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.4/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.5 G2.5 : Earthing and Lightning Protection
Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
EARTHING AND LIGHTNING PROTECTION SYSTEMS
Earthing system; as shown on Drawing
No. LCC300/31/E50/022
Allow for
BA0809.1 main and supplementary equipotential bonding to
all extraneous conductive parts of;
non-electric services and building components;
including all component clamps and accessories;
complying with the current edition of the IEE
regulations sum *** *** ***
Test links; including all necessary fixings and
accessories
BA0809.2 generally nr *** *** ***
Main earth terminals including connections of
all earthing and bonding tapes
BA0809.3 generally nr *** *** ***
Clean earth terminals including connections of
all earthing and bonding tapes
BA0809.4 generally nr *** *** ***
Principal main earth terminals and test link
boxes; including interconnecting earthing and
bonding conductors & connections of all
earthing and bonding tapes
BA0809.5 generally nr *** *** ***
Principal clean earth terminals and test link
boxes; including interconnecting earthing and
bonding conductors & connections of all
earthing and bonding tapes
BA0809.6 generally nr *** *** ***
Earth electrodes; including earth electrodes
termination, all necessary fixing and
accessories
BA0809.7 generally nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.5/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.5 G2.5 : Earthing and Lightning Protection
Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
EARTHING AND LIGHTNING PROTECTION SYSTEMS
Earthing system; as shown on Drawing
No. LCC30O/31/E50/022(Cont'd.)
Copper tapes; including saddles, cleats, clips,
holdfasts and the like
BA0809.8 3 x 25mm m *** *** ***
BA0809.9 6 x 50mm m *** *** ***
Insulated copper tapes; including saddles,
cleats, clips, holdfasts and the like
BA0809.10 3 x 25mm m *** *** ***
BA0809.11 6 x 50mm m *** *** ***
Copper earthing cables
BA0809.12 300mm2 m *** *** ***
Earth mats
BA0809.13 50 x 6mm copper tapes; complete with cladweld
connections to form grid m *** *** ***
BA0809.14 structural earth terminal; brazed connections
to reinforcement of structure nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.5/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.5 G2.5 : Earthing and Lightning Protection
Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
EARTHING AND LIGHTNING PROTECTION SYSTEMS
Lightning protection system; as shown on
Drawing No. LCC300/31/E50/022
Lightning air terminals; complete with
dynasphere terminals, fibreglass mast, steel
supporting poles, ; connected to conductors
including fixing with all necessary
accessories; as shown on Drg. No.
LCC300/31/E30/012
BA0809.15 generally nr *** *** ***
Earth electrodes; including earth electrodes
termination, all necessary fixing and
accessories
BA0809.16 generally nr *** *** ***
Lightning triax downconductors; including
fixing clamps and the like
BA0809.17 generally m *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.5/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.5 G2.5 : Earthing and Lightning Protection
Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charge shall be "sum", with Quantity and
Rate columns entered with "N/A". sum *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.5/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.5 G2.5 : Earthing and Lightning Protection
Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7 ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.5/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.5 G2.5 : Earthing and Lightning Protection
Systems
DESCRIPTION AMOUNT HK$
---------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG2.5
: Earthing and Lightning Protection
Systems
Page No.LSG2.5/1 ***
Page No.LSG2.5/2 ***
Page No.LSG2.5/3 ***
Page No.LSG2.5/4 ***
Page No.LSG2.5/5 ***
---------------------------------------------------------------------
Total of Lump Sum Item LSG2.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.5/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
BUILDING AUTOMATION SYSTEM
BAS workstation at Depot Control Room;
including connection to the adjacent power
supply points and interconnecting wirings
BD0101.1 building automation system operator terminals
comprising micro processor, keyboards, mouses
and monitors nr *** *** ***
BD0101.2 printers nr *** *** ***
BD0101.3 allow for the software for the complete
Building Automation System sum *** *** ***
Direct Digital Controllers
BD0101.4 BMS DDC outstation; with digital/analogue
points nr *** *** ***
BD0101.5 BMS DDC outstation; with dedicated data link
for chiller interface nr *** *** ***
Distribution and principal interconnection
system
Allow for the Building Automation System data
highway (high level) among BAS workstations and
BMS DDC outstations digital controllers ;
including interconnecting wirings and conduits,
trunkings, trays, etc. and all necessary
accessories
BD0102.1 generally sum ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 October 2002 LSG2.6/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
BUILDING AUTOMATION SYSTEM
Final circuit points including all necessary
sensors, detectors, thermometer, dry contacts,
transducers, contactors, switches, level
sensors, instruments, flow meters, devices, etc.
(valves and dampers complete with
actuators/operators measured separately) as
required; as shown on Specification for
Building Services - Annex C (BMS input & output
point schedule) and Drawing
No. LCC300/31/M54/001 to 003
For Main L.V. Switchboard; from BMS outstation
BD0103.1 CLP incoming main status; DI points nr *** *** ***
BD0103.2 automatic transfer switch status; DI points nr *** *** ***
BD0103.3 main ACB circuit breaker status; DI points nr *** *** ***
BD0103.4 essential power supply status; DI points nr *** *** ***
BD0103.5 normal power supply status; DI points nr *** *** ***
BD0103.6 main switch door status; DI points nr *** *** ***
BD0103.7 MSB battery DC supply status; DI points nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.6/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
BUILDING AUTOMATION SYSTEM
Final circuit points including all necessary
sensors, detectors, thermometer, dry
contacts, transducers, contactors, switches,
level sensors, instruments, flow meters,
devices, etc. (valves and dampers complete with
actuators/operators measured separately) as
required; as shown on Specification for
Building Services - Annex C (BMS input & output
point schedule) and Drawing
No. LCC300/31/M54/001-003(Cont'd)
For Diesel Generators; from BMS outstation
BD0103.8 generator main outgoing circuit breaker status;
DI points nr *** *** ***
BD0103.9 generator operating status (running); DI points nr *** *** ***
BD0103.10 generator operation status (fault); DI points nr *** *** ***
BD0103.11 common engine status; DI points nr *** *** ***
BD0103.12 diesel tank fuel level; AI points nr *** *** ***
BD0103.13 generator selector position mode; DI points nr *** *** ***
BD0103.14 emergency stop; DI points nr *** *** ***
BD0103.15 generator prewarning; DI points nr *** *** ***
BD0103.16 generator room door status; DI points nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.6/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
BUILDING AUTOMATION SYSTEM
Final circuit points including all necessary
sensors, detectors, thermometer, dry contacts,
transducers, contactors, switches, level
sensors, instruments, flow meters, devices,
etc. (valves and dampers complete with
actuators/operators measured separately) as
required; as shown on Specification for
Building Services - Annex C (BMS input & output
point schedule) and Drawing No.
LCC300/31/M54/001-003(Cont'd)
For UPS; from BMS outstation
BD0103.17 UPS operating status; DI points nr *** *** ***
BD0103.18 UPS changer operation; DI points nr *** *** ***
BD0103.19 UPS battery voltage status; DI points nr *** *** ***
For Distribution Board (Lighting); from BMS
outstation
BD0103.20 photosensor level; AI points nr *** *** ***
BD0103.21 lighting zone operating mode; DI points nr *** *** ***
BD0103.22 lighting zone status; DI points nr *** *** ***
BD0103.23 lighting zone control; DO points nr *** *** ***
BD0103.24 underplatform lighting status; DI points nr *** *** ***
BD0103.25 underplatform lighting control; DO points nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.6/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
BUILDING AUTOMATION SYSTEM
Final circuit points including all necessary
sensors, detectors, thermometer, dry contacts,
transducers, contactors, switches, level
sensors, instruments, flow meters, devices,
etc. (valves and dampers complete with
actuators/operators measured separately) as
required; as shown on Specification for
Building Services - Annex C (BMS inputs &
output point schedule) and Drawing
No. LCC300/31/M54/001-003(Cont'd)
For Distribution Board(Signs); from BMS
outstation
BD0103.26 station sign status; DI points nr *** *** ***
BD0103.27 station sign control; DO points nr *** *** ***
BD0103.28 advertising panel status; DI points nr *** *** ***
BD0103.29 advertising panel control; DO points nr *** *** ***
For Chilled Water System; from BMS outstation
BD0103.30 chiller operating status (off/running);
DI points nr *** *** ***
BD0103.31 chiller control; DO points nr *** *** ***
BD0103.32 chiller status (normal/fault); DI points nr *** *** ***
BD0103.33 flow switch status; DI points nr *** *** ***
BD0103.34 pump status(stop/running); DI points nr *** *** ***
BD0103.35 pump control; DO points nr *** *** ***
BD0103.36 pump status(normal/fault); DI points nr *** *** ***
BD0103.37 chiller operating mode; DI points nr *** *** ***
BD0103.38 chiller isolation stop valve control; DO points nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.6/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
BUILDING AUTOMATION SYSTEM
Final circuit points including all necessary
sensors, detectors, thermometer, dry contacts,
transducers, contactors, switches, level
sensors, instruments, flow meters, devices,
etc. (valves and dampers complete with
actuators/operators measured separately) as
required; as shown on Specification for
Building Services - Annex C (BMS input &
output, point schedule) and Drawing
No. LCC300/31/M54/001-003(Cont'd)
For Chilled Water System; from BMS outstation
(Cont'd)
BD0103.39 water flow rate; AI points nr *** *** ***
BD0103.40 chiller entering water temperature; AI points nr *** *** ***
BD0103.41 chiller leaving water temperature; AI points nr *** *** ***
BD0103.42 chiller running current ampere; AI points nr *** *** ***
BD0103.43 condenser pressure; AI points nr *** *** ***
BD0103.44 evaporator pressure; AI points nr *** *** ***
BD0103.45 header differential pressure; AI points nr *** *** ***
BD0103.46 bypass valve control; AO points nr *** *** ***
BD0103.47 chiller water temperature setpoint; AO points nr *** *** ***
BD0103.48 chiller capacity control; AO points nr *** *** ***
BD0103.49 water treatment chemical level; DI points nr *** *** ***
BD0103.50 expansion tank level(normal/low); DI points nr *** *** ***
BD0103.51 expansion tank level(normal/high); DI points nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.6/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
BUILDING AUTOMATION SYSTEM
Final circuit points including all necessary
sensors, detectors, thermometer, dry contacts,
transducers, contactors, switches,
1evel sensors, instruments, flow meters,
devices, etc. (valves and dampers complete with
actuators/operators measured separately) as
required; as shown on Specification for
Building Services - Annex C (BMS input &
output point schedule) and Drawing
No. LCC300/31/M54/001-003(Cont'd)
For Air Handling Units; from BMS outstation
BD0103.52 AHU operating status (stopped/running);
DI points nr *** *** ***
BD0103.53 AHU control; DO points nr *** *** ***
BD0103.54 AHU operating status (normal/fault); DI points nr *** *** ***
BD0103.55 AHU operating mode; DI points nr *** *** ***
BD0103.56 return air temperature; AI points nr *** *** ***
BD0103.57 filter differential pressure; DI points nr *** *** ***
BD0103.58 AHU stop valve; DO points nr *** *** ***
BD0103.59 modulating valve control signal; AO points nr *** *** ***
BD0103.60 filter clog status; DI points nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.6/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
BUILDING AUTOMATION SYSTEM
Final circuit points including all necessary
sensors, detectors, thermometer, dry contacts,
transducers, contactors, switches level
sensors, instruments, flow meters, devices,
etc. (valves and dampers complete with
actuators/operators measured separately) as
required; as shown on Specification for
Building Services - Annex C (BMS input & output
point schedule) and Drawing
No. LCC300/31/M54/001-003(Cont'd)
For Fan Coil Units; from BMS outstation
BD0103.61 FCU operating status (stopped/running);
DI points nr *** *** ***
BD0103.62 FCU control; DO points nr *** *** ***
BD0103.63 FCU operating status (normal/fault); DO points nr *** *** ***
BD0103.64 FCU operating mode; DI points nr *** *** ***
BD0103.65 indoor temperature; AI points nr *** *** ***
For Ventilation fans; from BMS outstation
BD0103.66 fan operating status (stopped/running);
DI points nr *** *** ***
BD0103.67 fan control; DO points nr *** *** ***
BD0103.68 fan operating status (normal/fault); DI points nr *** *** ***
BD0103.69 fan operating mode; DI points nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.6/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
BUILDING AUTOMATION SYSTEM
Final circuit points including all necessary
sensors, detectors, thermometer, dry contacts,
transducers, contactors, switches, level
sensors, instruments, flow meters, devices,
etc. (valves and dampers complete with
actuators/operators measured separately) as
required; as shown on Specification for
Building Services - Annex C (BMS input & output
point schedule) and Drawing
No. LCC300/31/M54/001-003(Cont'd)
For Smoke Extract Fans; from BMS outstation
BD0103.70 fan operating status (stopped/running);
DI points nr *** *** ***
BD0103.71 fan operating status (normal/fault); DI points nr *** *** ***
BD0103.72 fan operating mode; DI points nr *** *** ***
BD0103.73 isolating damper status; DI points nr *** *** ***
For Staircase Pressurization fans; from BMS
outstation
BD0103.74 fan operating status (stopped/running);
DI points nr *** *** ***
BD0103.75 fan control; DO points nr *** *** ***
BD0103.76 fan operating status (normal/fault); DI points nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.6/9 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
BUILDING AUTOMATION SYSTEM
Final circuit points including all necessary
sensors, detectors, thermometer, dry contacts,
transducers, contactors, switches, level
sensors, instruments, flow meters, devices,
etc. (valves and dampers complete with
actuators/operators measured separately) as
required; as shown on Specification for
Building Services - Annex C (BMS input & output
point schedule) and Drawing
No. LCC300/31/M54/001-003(Cont'd)
For Motorised Damper (supply & return air);
from BMS outstation
BD0103.77 modulating damper status; DI nr *** *** ***
BD0103.78 modulating damper control; DO nr *** *** ***
For Air conditioners; from BMS Outstation
BD0103.79 temperature measurement; AI points nr *** *** ***
BD0103.80 humidity measurement; AI points nr *** *** ***
BD0103.81 carbon dioxide measurement; AI points nr *** *** ***
For Motor Control Centres; from BMS Outstation
BD0103.82 load supply status; DI points nr *** *** ***
BD0103.83 fire mode alarm; DI points nr *** *** ***
BD0103.84 fire mode reset; DO points nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.6/10 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
BUILDING AUTOMATION SYSTEM
Final circuit points including all necessary
sensors, detectors, thermometer, dry contacts,
transducers, contactors, switches, level
sensors, instruments, flow meters, devices, etc.
(valves and dampers complete with
actuators/operators measured separately) as
required; as shown on Specification for
Building Services - Annex C (BMS input & output
point schedule) and Drawing
No. LCC300/31/M54/001-003(Cont'd)
For Plumbing Plant; from BMS outstation
BD0103.85 control operating mode; DI nr *** *** ***
BD0103.86 pump status; DI points nr *** *** ***
BD0103.87 water tank level (normal/low); DI points nr *** *** ***
BD0103.88 water tank level (normal/high); DI points nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.6/11 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
BUILDING AUTOMATION SYSTEM
Final circuit points including all necessary
sensors, detectors, thermometer, dry contacts,
transducers, contactors, switches, level
sensors, instruments, flow meters, devices,
etc. (valves and dampers complete with
actuators/operators measured separately) as
required; as shown on Specification for
Building Services - Annex C (BMS input & output
point schedule) and Drawing
No. LCC300/31/M54/001-003(Cont'd)
For Sewage Treatment; from BMS outstation
BD0103.89 control operating mode; DI points nr *** *** ***
BD0103.90 sewage pump status; DI points nr *** *** ***
BD0103.91 sewage treatment equalisat tank; DI points nr *** *** ***
BD0103.92 sewage pump flooding; DI points nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.6/12 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
BUILDING AUTOMATION SYSTEM
Final circuit points including all necessary
sensors, detectors, thermometer, dry contacts,
transducers, contactors, switches, level
sensors, instruments, flow meters, devices,
etc. (valves and dampers complete with
actuators /operators measured Separately) as
required; as shown on Specification for
Building Services - Annex C (BMS input & output
point schedule) and Drawing
No. LCC300/31/M54/001-003(Cont'd)
For Fire Services & Sprinkler; from BMS
outstation
BD0103.93 sprinkler system tank level (normal/low);
DI points nr *** *** ***
BD0103.94 sprinkler system tank level (normal/high);
DI points nr *** *** ***
BD0103.95 sprinkler system water pressure; DI points nr *** *** ***
BD0903.96 sprinkler pumps operating mode; DI points nr *** *** ***
BD0103.97 hydrant/hosereel tank level (normal/low);
DI points nr *** *** ***
BD0103.98 hydrant/hosereel tank level (normal/high);
DI points nr *** *** ***
BD0103.99 hydrant/hosereel water pressure; DI points nr *** *** ***
BD0103.100 hydrant/hosereel pumps operating mode;
DI points nr *** *** ***
BD0103.101 street hydrant tank level (normal/low);
DI points nr *** *** ***
BD0103.102 street hydrant tank level (normal/high);
DI points nr *** *** ***
BD0103.103 street hydrant water pressure; DI points nr *** *** ***
BD0103.104 street hydrant pumps operating mode; DI points nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.6/13 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
BUILDING AUTOMATION SYSTEM
Final circuit points including all necessary
sensors, detectors, thermometer, dry contacts,
transducers, contactors, switches, level sensors,
instruments, flow meters, devices, etc. (valves
and dampers complete with actuators/operators
measured separately) as required; as shown on
Specification for Building Services - Annex C
(BMS input & output point schedule) and Drawing
No. LCC300/31/M54/001-003(Cont'd)
For Fire Alarm System; from BMS outstation
BD0103.105 general fire alarm; DI points nr *** *** ***
BD0103.106 common system status; DI points nr *** *** ***
For Lift & Escalators; from BMS outstation
BD0103.107 operating status; DI points nr *** *** ***
BD0103.108 equipment status; DI points nr *** *** ***
For Security System; from BMS outstation
BD0103.109 common system status; DI points nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.6/14 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charge shall be "sum", with Quantity and
Rate columns entered with "N/A". sum *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.6/15 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.6 G2.6 : Building Automation System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7 ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.6/16 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.6 G2.6 : Building Automation System
DESCRIPTION AMOUNT HK$
---------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG2.6
: Building Automation System
Page No.LSG2.6/1 ***
Page No.LSG2.6/2 ***
Page No.LSG2.6/3 ***
Page No.LSG2.6/4 ***
Page No.LSG2.6/5 ***
Page No.LSG2.6/6 ***
Page No.LSG2.6/7 ***
Page No.LSG2.6/8 ***
Page No.LSG2.6/9 ***
Page No.LSG2.6/10 ***
Page No.LSG2.6/11 ***
Page No.LSG2.6/12 ***
Page No.LSG2.6/13 ***
Page No.LSG2.6/14 ***
Page No.LSG2.6/15 ***
Page No.LSG2.6/16 ***
---------------------------------------------------------------------
Total of Lump Sum Item LSG2 .6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.6/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.7 G2.7 : Special Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
SPECIAL SERVICES : SECURITY SYSTEM
SECURITY AND BURGLAR ALARM SYSTEM
Equipment and ancillaries
Security alarm panel; compete with all
necessary accessories; as shown on Drawing
no. LCC300/31/E50/023
BA0901.1 generally nr *** *** ***
Push buttons
BA0901.2 generally nr *** *** ***
Kick bars
BA0901.3 generally nr *** *** ***
Final circuits in approved cables and conduits
From security alarm panels to
BA0907.1 push button points nr *** *** ***
BA0907.2 kick bar points nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.7/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.7 G2.7 : Special Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
SPECIAL SERVICES : SECURITY SYSTEM
ALARM FOR PANIC BOLT DOORS
Equipment and ancillaries
Mimic map alarm panel for panic bolt door;
compete with all necessary accessories; as
shown on Drawing no. LCC300/31/E50/025
BA0901.4 generally nr *** *** ***
Marshalling cabinets; complete with all
necessary accessories and interconnecting
wirings and conduits
BA0901.5 generally nr *** *** ***
final circuits in approved Cables and conduits
From mimic map alarm panels to
BA0907.3 panic bolt points nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.7/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.7 G2.7 : Special Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
SPECIAL SERVICES : SECURITY SYSTEM
CALL ▇▇▇▇ SYSTEM
Equipment and ancillaries
Design, supply and install the call bells
systems; complete with power supply, concealed
GI conduits. Call panels, buzzer, indication
lights, control panels; as described in
Particular Specification Clause 2.17.1 and as
shown in Drawing no. LCC300/31/E50/021
BA0901.6 call ▇▇▇▇ system for barrier lines sum ***
BA0901.7 call ▇▇▇▇ system for fare adjustment office sum ***
BA0901.8 call ▇▇▇▇ system for entrances of station sum ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.7/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.7 G2.7 : Special Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
SPECIAL SERVICES : SECURITY SYSTEM
WATER DETECTION SYSTEM
Equipment and ancillaries
Water leakage detection panels; complete with
all necessary accessories
BA0901.9 located in General Office of Immigration
Department nr *** *** ***
Flood sensors
BA0901.10 located in ICAS resilience room (DEP 1) nr *** *** ***
BA0901.11 located in ICAS resilience room (DEP 2) nr *** *** ***
BA0901.12 located in ICAS resilience room (ARR 1) nr *** *** ***
BA0901.13 located in ICAS resilience room (ARR 1) nr *** *** ***
Final circuits in approved Cables and conduits
From water leakage detection panels to
BA0907.4 panic bolt points nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.7/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.7 G2.7 : Special Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charge shall be "sum", with Quantity and
Rate columns entered with "N/A". sum *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.7/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.7 G2.7 : Special Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7 ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.7/6 Contract No. LCC-30
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.7 G2.7 : Special Services
DESCRIPTION AMOUNT HK$
---------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG2.7
: Special Services
Page No.LSG2.7/1 ***
Page No.LSG2.7/2 ***
Page No.LSG2.7/3 ***
Page No.LSG2.7/4 ***
Page No.LSG2.7/5 ***
Page No.LSG2.7/6 ***
---------------------------------------------------------------------
Total of Lump Sum Item LSG2.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.7/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.8 G2.8 : Trunking, Ducting, Cable Tray and
Conduit
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
TRUNKING, DUCTING, CABLE TRAY AND CONDUIT
Hot dipped galvanized sheet steel trunkings and
fittings; BS 4678; Part 1; including all
painting
Fixing to walls, columns and the like
BA1005.1 50 x 50mm; 1 compartments m *** *** ***
BA1005.2 75 x 75mm; 1 compartments m *** *** ***
BA1005.3 100 x 100mm; 1 compartments m *** *** ***
BA1005.4 150 x 100mm; 1 compartments m *** *** ***
BA1005.5 150 x 150mm; 1 compartments m *** *** ***
BA1005.6 200 x 100mm; 1 compartments m *** *** ***
BA1005.7 200 x 150mm; 1 compartments m *** *** ***
BA1005.8 300 x 100mm; 1 compartments m *** *** ***
Fixing to or suspending from soffits
BA1005.9 50 x 50mm; 1 compartments m *** *** ***
BA1005.10 75 x 75mm; 1 compartments m *** *** ***
BA1005.11 100 x 100mm; 1 compartments m *** *** ***
BA1005.12 150 x 100mm; 1 compartments m *** *** ***
BA1005.13 150 x 150mm; 1 compartments m *** *** ***
BA1005.14 200 x 100mm; 1 compartments m *** *** ***
BA1005.15 200 x 150mm; 1 compartments m *** *** ***
BA1005.16 300 x 100mm; 1 compartments m *** *** ***
Supporting on floor
BA1005.17 100 x 100mm; 1 compartments m *** *** ***
BA1005.18 150 x 150mm; 1 compartments m *** *** ***
Extra over 50 x 50mm trunkings; 1 compartments
for
BA1005.19 bends nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.8/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.8 G2.8 : Trunking, Ducting, Cable Tray and
Conduit
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
TRUNKING, DUCTING, CABLE TRAY AND CONDUIT
Hot dipped galvanized sheet steel trunkings
and fittings; BS 4678; Part 1; including all
painting(Cont'd)
Extra over 75 x 75mm trunkings; 1 compartments
for
BA1005.20 bends nr *** *** ***
BA1005.21 tees nr *** *** ***
Extra over 100 x 100mm trunkings; 1
compartments for
BA1005.22 bends nr *** *** ***
BA1005.23 tees nr *** *** ***
BA1005.24 reducing tees nr *** *** ***
Extra over 150 x 100mm trunkings; 1
compartments for
BA1005.25 bends nr *** *** ***
BA1005.26 tees nr *** *** ***
BA1005.27 reducing tees nr *** *** ***
Extra over 150 x 150mm trunkings;
1 compartments for
BA1005.28 bends nr *** *** ***
BA1005.29 tees nr *** *** ***
BA1005.30 reducing tees nr *** *** ***
Extra over 200 x 100mm trunkings; 1
compartments for
BA1005.31 bends nr *** *** ***
BA1005.32 tees nr *** *** ***
BA1005.33 reducing tees nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.8/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.8 G2.8 : Trunking, Ducting, Cable Tray and
Conduit
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
TRUNKING, DUCTING; CABLE TRAY AND CONDUIT
Hot dipped galvanized sheet steel trunkings and
fittings; BS 4678; Part 1; including all
painting(Cont'd)
Extra over 200 x 150mm trunkings;
1 compartments for
BA1005.34 bends nr *** *** ***
BA1005.35 reducing tees nr *** *** ***
Extra over 300 x 100mm trunkings; 1
compartments for
BA1005.36 bends nr *** *** ***
BA1005.37 tees nr *** *** ***
BA1005.38 reducing tees nr *** *** ***
Stop end to
BA1005.39 75 x 75mm trunkings; 1 compartments nr *** *** ***
BA1005.40 100 x 100mm trunkings; 1 compartments nr *** *** ***
BA1005.41 150 x 100mm trunkings; 1 compartments nr *** *** ***
BA1005.42 150 x 150mm trunkings; 1 compartments nr *** *** ***
BA1005.43 200 x 100mm trunkings; 1 compartments nr *** *** ***
BA1005.44 300 x 100mm trunkings, 1 compartments nr *** *** ***
Hot dipped galvanized sheet steel underfoor
trunkings and fittings; BS 4678; Part 1;
including all painting
Supporting on floor
BA1005.45 150 x 75mm; 3 compartments m *** *** ***
BA1005.46 350 x 75mm; 3 compartments m *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.8/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.8 G2.8 : Trunking, Ducting, Cable Tray and
Conduit
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
TRUNKING, DUCTING, CABLE TRAY AND CONDUIT
Hot, dipped galvanized sheet steel underfoor
trunkings and fittings; BS 4678; Part 1;
including all Painting(Cont'd)
Extra over 150 x 75mm trunkings; 3 compartments
for
BA1005.47 bends nr *** *** ***
BA1005.48 tees nr *** *** ***
Extra over 350 x 75mm trunkings; 3 compartments
for
BA1005.49 bends nr *** *** ***
Stop end to
BA1005.50 150 x 75mm trunkings; 3 compartments nr *** *** ***
BA1005.51 350 x 75mm trunkings; 3 compartments nr *** *** ***
Junction boxes; crossover type to
BA1005.52 150 x 75mm trunkings; 3 compartments nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.8/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.8 G2.8 : Trunking, Ducting, Cable Tray and
Conduit
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
TRUNKING, DUCTING, CABLE TRAY AND CONDUIT
Hot dipped galvanized sheet steel cable trays
and fittings; B.S. 1449: including all painting
Fixing to walls, columns and the like
BA1005.53 100mm wide m *** *** ***
BA1005.54 150mm wide m *** *** ***
BA1005.55 200mm wide m *** *** ***
BA1005.56 300mm wide m *** *** ***
BA1005.57 400mm wide m *** *** ***
BA1005.58 450mm wide m *** *** ***
BA1005.59 600mm wide m *** *** ***
Fixing to or suspending from soffits
BA1005.60 100mm wide m *** *** ***
BA1005.61 150mm wide m *** *** ***
BA1005.62 200mm wide m *** *** ***
BA1005.63 300mm wide m *** *** ***
BA1005.64 400mm wide m *** *** ***
BA1005.65 450mm wide m *** *** ***
BA1005.66 600mm wide m *** *** ***
Laid underfloor
BA1005.67 225mm wide m *** *** ***
BA1005.68 400mm wide m *** *** ***
BA1005.69 450mm wide m *** *** ***
BA1005.70 600mm wide m *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.8/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.8 G2.8 : Trunking, Ducting, Cable Tray and
Conduit
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
TRUNKING, DUCTING, CABLE TRAY AND CONDUIT
Hot dipped galvanized sheet steel cable trays
and fittings: B.S. 1449; including all
painting(Cont'd)
Extra over 100mm wide trays for
BA1005.71 bends nr *** *** ***
Extra over 150mm wide trays for
BA1005.72 bends nr *** *** ***
BA1005.73 tees nr *** *** ***
Extra over 200mm wide trays for
BA1005.74 bends nr *** *** ***
BA1005.75 tees nr *** *** ***
BA1005.76 reducing tees nr *** *** ***
Extra over 225mm wide trays for
BA1005.77 bends nr *** *** ***
BA1005.78 tees nr *** *** ***
Extra over 300mm wide trays for
BA1005.79 bends nr *** *** ***
BA1005.80 tees nr *** *** ***
BA1005.81 reducing tees nr *** *** ***
Extra over 400mm wide trays for
BA1005.82 bends nr *** *** ***
BA1005.83 reducers nr *** *** ***
BA1005.84 tees nr *** *** ***
BA1005.85 reducing tees nr *** *** ***
Extra over 600mm wide trays for
BA1005.86 bends nr *** *** ***
BA1005.87 tees nr *** *** ***
BA1005.88 reducing tees nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.8/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.8 G2.8 : Trunking, Ducting, Cable Tray and
Conduit
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
TRUNKING, DUCTING, CABLE TRAY AND CONDUIT
Heavy gauge hot dipped galvanised steel
conduits; B.S. 4568; complete with fittings,
draw wires, earthing, bonding and all necessary
accessories
Fixing to walls, columns and the like
3A1005.89 25mm diameter m *** *** ***
Fixing to or suspending from soffits
BA1005.90 25mm diameter m *** *** ***
BA1005.91 32mm diameter m *** *** ***
Final circuits in conduits only
Heavy gauge hot dipped galvanised steel
conduits; B.S. 4568; tee off from
trunkings/trays; complete with fittings, draw
wires, cover plates, termination boxes,
couplers, earthing, bonding and all necessary
accessories
BA1005.92 telephone outlet points nr *** *** ***
BA1005.93 fax outlet points nr *** *** ***
BA1005.94 CCTV camera points nr *** *** ***
BA1005.95 computer outlet points nr *** *** ***
BA1005.96 intercom points nr *** *** ***
BA1005.97 speaker points nr *** *** ***
BA1005.98 PABX extension points nr *** *** ***
BA1005.99 clock points nr *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.8/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.8 G2.8 : Trunking, Ducting, Cable Tray and
Conduit
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charge
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charge shall be "sum", with Quantity and
Rate columns entered with "N/A". sum *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.8/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.8 G2.8 : Trunking, Ducting, Cable Tray and
Conduit
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7 ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.8/9 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.8 G2.8 : Trunking, Ducting, Cable Tray and
Conduit
DESCRIPTION AMOUNT HK$
---------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG2.8
: Trunking, Ducting, Cable Tray and
Conduit
Page No.LSG2.8/1 ***
Page No.LSG2.8/2 ***
Page No.LSG2.8/3 ***
Page No.LSG2.8/4 ***
Page No.LSG2.8/5 ***
Page No.LSG2.8/6 ***
Page No.LSG2.8/7 ***
Page No.LSG2.8/8 ***
Page No.LSG2.8/9 ***
---------------------------------------------------------------------
Total of Lump Sum Item LSG2.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.8/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.9 G2.9 : Sundries
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
SUNDRIES
Allow for the following and executing to the
satisfaction of the Engineer
Provision of testing, including integrated
testing, setting to work and commissioning the
complete electrical system
BA1110.1 generally sum ***
Providing of plates, discs, labels, tags,
coloured stencil and painted bands for plant,
equipment, cables, switches and the like
BA1110.2 generally sum ***
Providing of fire stopping including internal
fire barriers to trunking, busbar trunking,
inside pipe sleeves etc. and the like
BA1110.3 generally sum ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.9 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.9/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.9 G2.9 : Sundries
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charge shall be "sum", with Quantity and
Rate columns entered with "N/A". ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.9 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.9/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.9 G2.9 : Sundries
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail
any method related charges items in accordance
with CESMM3 Section 7 ***
--------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG2.9 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.9/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G2 : Electrical
Lump Sum Item LSG2.9 G2.9 : Sundries
DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG2.9
: Sundries
Page No.LSG2.9/1 ***
Page No.LSG2.9/2 ***
Page No.LSG2.9/3 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSG2.9 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG2.9/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.1 G3.1 : Incoming Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION:
INCOMING MAIN
Galvanized steel pipes and
fittings; B.S. 1387; medium grade
Fixing to walls, columns and the
like; flanged joints
BB1602.1 150mm diameter m *** *** ***
Fixing to or suspending from
soffits; flanged joints
BB1602.2 150mm diameter m *** *** ***
Supporting on floors; flanged
joints
BB1602.3 150mm diameter m *** *** ***
Extra over 150mm diameter pipe for
BB1602.4 bends nr *** *** ***
BB1602.5 tees nr *** *** ***
In-line equipment
Gate valves; cast iron; B.S. 5163
BB1602.6 150mm diameter nr *** *** ***
Non-return valves; cast iron; B.S.
5153
BB1602.7 150mm diameter nr *** *** ***
PAINTING
Preparing; priming; one undercoat;
two finish coats of long linseed
oil modified alkyd paint with
glossy finish and fungus resistant
characteristics on galvanized metal
works; to pipe and tubing
BB1605.1 150mm diameter pipes m *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.1 G3.1 : Incoming Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required. ***
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with
"N/A".
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.1 G3.1 : Incoming Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7 ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.1 G3.1 : Incoming Main
DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG3.1
: Incoming Main
Page No.LSG3.1/1 ***
Page No.LSG3.1/2 ***
Page No.LSG3.1/3 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSG3.1 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.2 G3.2 : Street Fire Hydrant System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: STREET
FIRE HYDRANT SYSTEM
Equipment and ancillaries
Centrifugal pumps; horizontal end
suction type
BB1601.1 capable of handling 4000 litre/min
at 622 kPa; at not exceeding 2900
r.p.m.; ref:SHP-001 & 002 nr *** *** ***
Centrifugal pumps; vertical
multi-stage type
BB1601.2 capable of handling 230 litre/min
at 580 kPa; at not exceeding 2900
r.p.m.; ref:SHP-003 nr *** *** ***
Instrumentation
Pressure gauges assemblies
comprising 100mm diameter dial; with
isolating valves/cocks and pipework;
including all necessary insulation
BB1601.3 mounting on or jointing to pipes nr *** *** ***
Pressure switches assembly;
including all necessary
interconnecting piping, etc.
BB1601.4 mounting on or jointing to pipes nr *** *** ***
Galvanized steel pipes and
fittings; B.S. 1387; medium grade
Fixing to walls, columns and the
like; flanged joints
BB1602.1 150mm diameter m *** *** ***
Fixing to or suspending from
soffits; flanged joints
BB1602.2 150mm diameter m *** *** ***
Supporting on floors; screwed
joints
BB1602.3 50mm diameter m *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSG3.2/1 Contract No. LCC-300
Addendum ▇▇.▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇ : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.2 G3.2 : Street Fire Hydrant System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: STREET
FIRE HYDRANT SYSTEM
Galvanized steel pipes and
fittings; B.S. 1387; medium grade
Extra over 150mm diameter pipe for
BB1602.4 bends nr *** *** ***
Galvanized steel pipes and
fittings; B.S. 1387; heavy grade
Wrapping in bituminous tape and
laying in trench (trenching and
backfilling by other trades);
flanged joints
BB1602.5 150mm diameter m *** *** ***
Extra over 150mm diameter pipe for
BB1602.6 bends nr *** *** ***
BB1602.7 ductfoot bends nr *** *** ***
BB1602.8 tees nr *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.2 G3.2 : Street Fire Hydrant System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: STREET
FIRE HYDRANT SYSTEM
Ductile iron pipes and fittings;
B.S. EN 545; externally and
internally coated with cold
bitumen
Fixing to walls, columns and the
like; flanged joints
BB1602.9 200mm diameter m *** *** ***
Fixing to or suspending from
soffits; flanged joints
BB1602.10 200mm diameter m *** *** ***
Supporting on floors; flanged
joints
BB1602.11 200mm diameter m *** *** ***
BB1602.12 250mm diameter m *** *** ***
Extra over 200mm diameter pipe for
BB1602.13 bends nr *** *** ***
BB1602.14 tees nr *** *** ***
BB1602.15 reducing tees nr *** *** ***
Return header pipes; with flanged
ends; 250mm diameter; including 1
No.250mm diameter inlet and 1 No.
50mm diameter & 2 No. 250mm
diameter outlets
BB1602.16 4.5m long; for pumps nr *** *** ***
Supply header pipes; with flanged
ends; 200mm diameter; including 1
No. 50mm diameter & 2 No. 200mm
diameter inlets and 1 No. 200mm
diameter outlets
BB1602.17 4.5m long; for pumps nr *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.2/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.2 G3.2 : Street Fire Hydrant System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: STREET
FIRE HYDRANT SYSTEM
In-line equipment
Gate valves; bronze; B.S. 5154
BB1602.18 50mm diameter nr *** *** ***
Gate valves; cast iron; B.S. 5163
BB1602.19 150mm diameter; spindle type nr *** *** ***
Motorized gate valves; cast iron;
B.S. 5163; complete with actuators
BB1602.20 150mm diameter nr *** *** ***
BB1602.21 200mm diameter nr *** *** ***
BB1602.22 250mm diameter nr *** *** ***
Non-return valves; bronze; B.S.
5154
BB1602.23 50mm diameter nr *** *** ***
Non-return valves; cast iron; B.S.
5153
BB1602.24 150mm diameter nr *** *** ***
Strainers; bronze; "Y" type; with
screw plugs
BB1602.25 50mm diameter nr *** *** ***
Strainers; cast iron; "Y" type;
with screw plugs
BB1602.26 200mm diameter nr *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.2/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.2 G3.2 : Street Fire Hydrant System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: STREET
FIRE HYDRANT SYSTEM
In-line equipment (Cont'd)
Flexible connectors
BB1602.27 50mm diameter nr *** *** ***
BB1602.28 150mm diameter nr *** *** ***
BB1602.29 200mm diameter nr *** *** ***
Vortex inhibitors
BB1602.30 jointed to pipes; 250mm diameter nr *** *** ***
Ball float valves; cast iron;
complete with stilling pipe float
BB1602.31 jointed to pipes; 150mm diameter nr *** *** ***
Cast iron street hydrants
BB1602.32 generally nr *** *** ***
Puddle flanges
Gunmetal
BB1602.33 50mm diameter nr *** *** ***
Cast iron
BB1602.34 150mm diameter nr *** *** ***
BB1602.35 200mm diameter nr *** *** ***
BB1602.36 250mm diameter nr *** *** ***
PAINTING
Preparing; priming; one undercoat;
two finish coats of long linseed
oil modified alkyd paint with
glossy finish and fungus resistant
characteristics on galvanized
metal works; to pipe and tubing
BB1605.1 small pipes m *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.2/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.2 G3.2 : Street Fire Hydrant System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: STREET
FIRE HYDRANT SYSTEM
PAINTING (Cont'd)
Preparing; priming; one undercoat;
two finish coats of long linseed
oil modified alkyd paint with
glossy finish and fungus resistant
characteristics on galvanized
metal works; to pipe and
tubing (Cont'd)
BB1605.2 150mm diameter pipes m *** *** ***
Preparing; priming; one undercoat;
two finish coats of long linseed
oil modified alkyd paint with
glossy finish and fungus resistant
characteristics on ductile iron
metal works; to pipe and tubing
BB1605.3 200mm diameter pipes m *** *** ***
BB1605.4 250mm diameter pipes m *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.2/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.2 G3.2 : Street Fire Hydrant System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of work
or obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in
this Lump Sum Breakdown and for
which a separate charge is
required. ***
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.2/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.2 G3.2 : Street Fire Hydrant System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with CESMM3 Section 7 ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.2/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.2 G3.2 : Street Fire Hydrant System
DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG3.2
: Street Fire Hydrant System
Page No.LSG3.2/1 ***
Page No.LSG3.2/2 ***
Page No.LSG3.2/3 ***
Page No.LSG3.2/4 ***
Page No.LSG3.2/5 ***
Page No.LSG3.2/6 ***
Page No.LSG3.2/7 ***
Page No.LSG3.2/8 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSG3.2 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.3 G3.3 : Fire Hydrant and Hose Reel System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: FIRE
HYDRANT AND HOSEREEL SYSTEM
Equipment and ancillaries
Centrifugal pumps; horizontal end
suction type
BB1601.1 capable of handling 1350 litre/min
at 745 kPa; at not exceeding 2900
r.p.m.; ref:FHP-001&002 nr *** *** ***
BB1601.2 capable of handling 230 litre/min
at 830 kPa; at not exceeding 2900
r.p.m.; ref:FHP-003 nr *** *** ***
Instrumentation
Pressure gauges assemblies
comprising 100mm diameter dial;
with isolating valves/cocks and
pipework; including all necessary
insulation
BB1601.3 mounting on or jointing to pipes; nr *** *** ***
Pressure switches assembly;
including all necessary
interconnecting piping, etc.
BB1601.4 mounting on or jointing to pipes nr *** *** ***
Galvanized steel pipes and
fittings; B.S. 1387; medium grade
Fixing to walls, columns and the
like; screwed joints
BB1602.1 32mm diameter m *** *** ***
BB1602.2 50mm diameter m *** *** ***
BB1602.3 100mm diameter m *** *** ***
BB1602.4 150mm diameter m *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSG3.3/1 Contract No. LCC-300
Addendum ▇▇.▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇ : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.3 G3.3 : Fire Hydrant and Hose Reel System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: FIRE
HYDRANT AND HOSEREEL SYSTEM
Galvanized steel pipes and
fittings; B.S. 1387; medium
grade (Cont'd)
Fixing to or suspending from
soffits; screwed joints
BB1602.5 50mm diameter m *** *** ***
BB1602.6 100mm diameter m *** *** ***
BB1602.7 150mm diameter m *** *** ***
Supporting on floors; screwed
joints
BB1602.8 50mm diameter m *** *** ***
Supporting on floors; flanged
joints
BB1602.9 150mm diameter m *** *** ***
Extra over 100mm diameter pipe for
BB1602.10 bends nr *** *** ***
BB1602.11 reducing bends nr *** *** ***
BB1602.12 tees nr *** *** ***
BB1602.13 reducing tees nr *** *** ***
Extra over 150mm diameter pipe for
BB1602.14 bends nr *** *** ***
BB1602.15 tees nr *** *** ***
BB1602.16 reducing bends nr *** *** ***
BB1602.17 reducing tees nr *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.3/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.3 G3.3 : Fire Hydrant and Hose Reel System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: FIRE
HYDRANT AND HOSEREEL SYSTEM
Galvanized steel pipes and
fittings; B.S. 1387; heavy
grade (Cont'd)
Supply header pipes; with flanged
ends; 150mm diameter; including 1
No. 50mm diameter & 2 No. 150mm
diameter inlets and 1No. 150mm
diameter outlets
BB1602.18 4m long; for pumps nr *** *** ***
Ductile iron pipes and fittings;
B.S. EN 545; externally and
internally coated with cold
bitumen
Supporting on floors; flanged
joints
BB1602.19 200mm diameter m *** *** ***
Extra over 200mm diameter pipe for
BB1602.20 bends nr *** *** ***
Return header pipes; with flanged
ends; 200mm diameter; including 1
No. 200mm diameter inlet and 1 No.
50mm diameter & 2 No. 200mm
diameter outlets
BB1602.21 4m long; for pumps nr *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.3 G3.3 : Fire Hydrant and Hose Reel System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: FIRE
HYDRANT AND HOSEREEL SYSTEM
In-line equipment
Gate valves; bronze; B.S. 5154
BB1602.22 32mm diameter nr *** *** ***
BB1602.23 50mm diameter nr *** *** ***
Gate valves; cast iron; B.S. 5163
BB1602.24 100mm diameter nr *** *** ***
Motorized Gate valves; cast iron;
B.S. 5163; complete with actuators
BB1602.25 100mm diameter nr *** *** ***
BB1602.26 150mm diameter nr *** *** ***
BB1602.27 200mm diameter nr *** *** ***
Non-return valves; bronze; B.S. 5154
BB1602.28 50mm diameter nr *** *** ***
Non-return valves; cast iron; B.S.
5153
BB1602.29 150mm diameter nr *** *** ***
Strainers; bronze; "Y" type; with
screw plugs
BB1602.30 50mm diameter nr *** *** ***
Strainers; cast iron; "Y" type;
with screw plugs
BB1602.31 200mm diameter nr *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.3/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.3 G3.3 : Fire Hydrant and Hose Reel System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: FIRE
HYDRANT AND HOSEREEL SYSTEM
In-line equipment (Cont'd)
Flexible connectors
BB1602.32 50mm diameter nr *** *** ***
BB1602.33 150mm diameter nr *** *** ***
BB1602.34 200mm diameter nr *** *** ***
Brass twin outlet fire hydrants;
female instantaneous type; 137mm
diameter aluminium alloy control
hand wheel; B.S. 5041: Part 1;
complete with brass blank caps and
chains and all necessary accessories
BB1602.35 generally nr *** *** ***
Hose reels; with pressed mild steel
drums; 30meters reinforced rubber
hoses; with nozzles; hose guides;
nozzle cabinets; instruction
plates; strikers; and all necessary
accessories
BB1602.36 generally nr *** *** ***
Gunmetal twin Fire Service inlets;
with screw down globe type stop
valve and all necessary
accessories; with two 63.50mm
instantaneous inlets complete with
integral non-return valves
BB1602.37 generally nr *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.3/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.3 G3.3 : Fire Hydrant and Hose Reel System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: FIRE
HYDRANT AND HOSEREEL SYSTEM
In-line equipment (Cont'd)
Vortex inhibitors
BB1602.38 jointed to pipes; 200mm diameter nr *** *** ***
Ball float valves; cast iron;
complete with stilling pipe float
BB1602.39 jointed to pipes; 150mm diameter nr *** *** ***
Puddle flanges
Gunmetal
BB1602.40 50mm diameter nr *** *** ***
Cast iron
BB1602.41 150mm diameter nr *** *** ***
BB1602.42 200mm diameter nr *** *** ***
PAINTING
Preparing; priming; one undercoat;
two finish coats of long linseed
oil modified alkyd paint with
glossy finish and fungus resistant
characteristics on galvanized
metal works; to pipe and tubing
BB1605.1 small pipes m *** *** ***
BB1605.2 large pipes m *** *** ***
BB1605.3 150mm diameter pipes m *** *** ***
Preparing; priming; one undercoat;
two finish coats of long linseed
oil modified alkyd paint with
glossy finish and fungus resistant
characteristics on ductile iron
metal works; to pipe and tubing
BB1605.4 200mm diameter pipes m *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.3/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.3 G3.3 : Fire Hydrant and Hose Reel System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of work
or obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in
this Lump Sum Breakdown and for
which a separate charge is
required. ***
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A". sum *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.3/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.3 G3.3 : Fire Hydrant and Hose Reel System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with CESMM3 Section 7 ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.3/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.3 G3.3 : Fire Hydrant and Hose Reel System
DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG3.3
: Fire Hydrant and Hose Reel System
Page No.LSG3.3/1 ***
Page No.LSG3.3/2 ***
Page No.LSG3.3/3 ***
Page No.LSG3.3/4 ***
Page No.LSG3.3/5 ***
Page No.LSG3.3/6 ***
Page No.LSG3.3/7 ***
Page No.LSG3.3/8 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSG3.3 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.3/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.4 G3.4 : Automatic Wet Sprinkler System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION:
AUTOMATIC WET SPRINKLER SYSTEM
Equipment and ancillaries
Centrifugal pumps; horizontal end
suction type
BB1601.1 capable of handling 2700/1350/1100
litre/min at 220/527/546 kPa; at
not exceeding 2900 r.p.m.;
ref:SPP-001 & 002 nr *** *** ***
Centrifugal pumps; vertical
multi-stage type
BB1601.2 capable of handling 230 litre/min
at 240 kPa; at not exceeding 2900
r.p.m.; ref:SPP 003 nr *** *** ***
Instrumentation
Pressure gauges assemblies
comprising 100mm diameter dial;
with isolating valves/cocks and
pipework; including all necessary
insulation
BB1601.3 mounted on or jointed to pipes; nr *** *** ***
Pressure switches assembly;
including all necessary
interconnecting piping, etc.
BB1601.4 mounting on or jointing to pipes nr *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSG3.4/1 Contract No. LCC-300
Addendum ▇▇.▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇ : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.4 G3.4 : Automatic Wet Sprinkler System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION:
AUTOMATIC WET SPRINKLER SYSTEM
Galvanized steel pipes and
fittings; B.S. 1387; medium
Fixing to walls, columns and the
like; screwed joints
BB1602.1 25mm diameter m *** *** ***
BB1602.2 32mm diameter m *** *** ***
BB1602.3 40mm diameter m *** *** ***
BB1602.4 50mm diameter m *** *** ***
BB1602.5 65mm diameter m *** *** ***
BB1602.6 100mm diameter m *** *** ***
Fixing to walls, columns and the
like; flanged joints
BB1602.7 150mm diameter m *** *** ***
Fixing to or suspending from
soffits; screwed joints
BB1602.8 25mm diameter m *** *** ***
BB1602.9 32mm diameter m *** *** ***
BB1602.10 40mm diameter m *** *** ***
BB1602.11 50mm diameter m *** *** ***
BB1602.12 65mm diameter m *** *** ***
BB1602.13 100mm diameter m *** *** ***
Fixing to or suspending from
soffits; flanged joints
BB1602.14 150mm diameter m *** *** ***
Extra over 65mm diameter pipe for
BB1602.15 bends nr *** *** ***
BB1602.16 tees nr *** *** ***
BB1602.17 reducing tees nr *** *** ***
BB1602.18 reducing crosses nr *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.4/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.4 G3.4 : Automatic Wet Sprinkler System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION:
AUTOMATIC WET SPRINKLER SYSTEM
Galvanized steel pipes and
fittings; B.S. 1387; medium
grade (Cont'd)
Extra over 100mm diameter pipe for
BB1602.19 bends nr *** *** ***
BB1602.20 tees nr *** *** ***
BB1602.21 crosses nr *** *** ***
BB1602.22 reducing tees nr *** *** ***
BB1602.23 reducing crosses nr *** *** ***
Extra over 150mm diameter pipe for
BB1602.24 bends nr *** *** ***
BB1602.25 tees nr *** *** ***
BB1602.26 reducing tees nr *** *** ***
BB1602.27 reducing crosses nr *** *** ***
Supply header pipes; with flanged
end and painting; 150mm diameter;
including 1 No. 50mm diameter & 2
No. 150mm diameter inlets and 1
No. 150mm diameter outlets
BB1602.28 4m long; for pumps nr *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.4/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.4 G3.4 : Automatic Wet Sprinkler System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION:
AUTOMATIC WET SPRINKLER SYSTEM
Ductile iron pipes and fittings:
B.S. EN 545; externally and
internally coated with cold
bitumen (Cont'd)
Supporting on floors; flanged
joints
BB1602.29 200mm diameter m *** *** ***
Extra over 200mm diameter pipe for
BB1602.30 bends nr *** *** ***
Return header pipes; with flanged
end and painting; 200mm diameter;
including 1 No. 200mm diameter
inlet and 1 No. 50mm diameter & 2
No. 200mm diameter outlets
BB1602.31 5m long; for pumps nr *** *** ***
In-line equipment
Gate valves; bronze; B.S. 5154
BB1602.32 50mm diameter nr *** *** ***
Motorized gate valves; cast iron;
B.S. 5163; complete with actuators
BB1602.33 150mm diameter nr *** *** ***
BB1602.34 200mm diameter nr *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.4/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.4 G3.4 : Automatic Wet Sprinkler System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION:
AUTOMATIC WET SPRINKLER SYSTEM
In-line equipment (Cont'd)
Non-return valves; bronze; B.S.
5154
BB1602.35 50mm diameter nr *** *** ***
Non-return valves; cast iron; B.S.
5153
BB1602.36 150mm diameter nr *** *** ***
Strainers; bronze; "Y" type;
with screw plugs
BB1602.37 50mm diameter nr *** *** ***
Strainers; cast iron; "Y" type;
with screw plugs
BB1602.38 200mm diameter nr *** *** ***
Subsidiary stop valves; including
micro switches and accessories
BB1602.39 150mm diameter nr *** *** ***
Flexible connectors
BB1602.40 50mm diameter nr *** *** ***
BB1602.41 150mm diameter nr *** *** ***
BB1602.42 200mm diameter nr *** *** ***
Vortex inhibitors
BB1602.43 jointed to pipes; 200mm diameter nr *** *** ***
Ball float valves; cast iron;
complete with stilling pipe float
BB1602.44 jointed to pipes; 150mm diameter nr *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.4/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.4 G3.4 : Automatic Wet Sprinkler System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION:
AUTOMATIC WET SPRINKLER SYSTEM
In-line equipment (Cont'd)
Sprinkler control valve sets; with
electrical monitoring gate valves,
alarm valves, water alarm gongs,
pressure switches, pressure gauge,
flow meters, proving pipes and
orifice plates
BB0602.45 200mm diameter inlets and 200 mm
diameter outlets nr *** *** ***
Gunmetal twin type sprinkler
inlets; with screw down globe type
stop valve and all necessary
accessories; with two 63.50mm
instantaneous inlets complete with
integral non-return valves
BB1602.46 to 150mm diameter pipes nr *** *** ***
BB1602.47 to 200mm diameter pipes nr *** *** ***
Quartzoid bulb sprinkler heads;
with temperature rating at 68
degrees C
BB1602.48 chromium plated nr *** *** ***
BB1602.49 chromium plated; complete with
metal ceiling masking plates nr *** *** ***
Fast response type quartzoid bulb
sprinkler heads; with temperature
rating at 68 degrees C
BB1602.50 chromium plated nr *** *** ***
BB1602.51 chromium plated; complete with
metal ceiling masking plates nr *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.4/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.4 G3.4 : Automatic Wet Sprinkler System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION:
AUTOMATIC WET SPRINKLER SYSTEM
Puddle flanges
Gunmetal
BB1602.52 50mm diameter nr *** *** ***
Cast iron
BB1602.53 150mm diameter nr *** *** ***
BB1602.54 200mm diameter nr *** *** ***
PAINTING
Preparing; priming; one undercoat;
two finish coats of long linseed
oil modified alkyd paint with
glossy finish and fungus resistant
characteristics on galvanized
metal works; to pipe and tubing
BB1602.1 small pipes m *** *** ***
BB1602.2 large pipes m *** *** ***
BB1602.3 150mm diameter pipes m *** *** ***
Preparing; priming; one undercoat;
two finish coats of long linseed
oil modified alkyd paint with
glossy finish and fungus resistant
characteristics on ductile iron
metal works; to pipe and tubing
BB1602.4 200mm diameter pipes m *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.4/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.4 G3.4 : Automatic Wet Sprinkler System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of work
or obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in
this Lump Sum Breakdown and for
which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A". sum *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.4/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.4 G3.4 : Automatic Wet Sprinkler System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in accordance
with CESMM3 Section 7 ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.4/9 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.4 G3.4 : Automatic Wet Sprinkler System
DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG3.4
: Automatic Wet Sprinkler System
Page No.LSG3.4/1 ***
Page No.LSG3.4/2 ***
Page No.LSG3.4/3 ***
Page No.LSG3.4/4 ***
Page No.LSG3.4/5 ***
Page No.LSG3.4/6 ***
Page No.LSG3.4/7 ***
Page No.LSG3.4/8 ***
Page No.LSG3.4/9 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSG3.4 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.4/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.5 G3.5 : Recycling Pre-action Sprinkler System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION:
RECYCLING PREACTION SPRINKLER
SYSTEM
Galvanized steel pipes and
fittings; B.S. 1387; medium grade
Fixing to walls, columns and the
like; screwed joints
BB1602.1 40mm diameter m *** *** ***
BB1602.2 65mm diameter m *** *** ***
BB1602.3 100mm diameter m *** *** ***
Fixing to or suspending from
soffits; screwed joints
BB1602.4 32mm diameter m *** *** ***
BB1602.5 40mm diameter m *** *** ***
BB1602.6 50mm diameter m *** *** ***
BB1602.7 65mm diameter m *** *** ***
Supporting on floors; screwed joints
BB1602.8 32mm diameter m *** *** ***
BB1602.9 40mm diameter m *** *** ***
Extra over 65mm diameter pipe for
BB1602.10 bends nr *** *** ***
BB1602.11 reducing tees nr *** *** ***
Extra over 100mm diameter pipe for
BB1602.12 reducing tees nr *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.5/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.5 G3.5 : Recycling Pre-action Sprinkler System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION:
RECYCLING PREACTION SPRINKLER
SYSTEM
In-line equipment
Flow control valve sets; complete
with flow control valves, manual
control valves, subsidiary stop
valves, subsidiary stop valves with
micro switches, solenoid valves,
non-return valves, drain valves,
strainers, alarm pressure
switches, alarm test valves, alarm
shut-off valves, water alarm gong,
pressure gauges, preaction
recycling sprinkler trim boxes,
drain cup and control panels,
batteries and chargers, air supply
system, etc,; including all
necessary interconnecting wiring,
pipeworks and connections to power
supply point; as to Drawing
No. LCC300/31/M06/001 (Flow
switches, detectors, alarm bells,
flashing indicating lamps,
sprinkler heads, distribution
pipeworks and power supply point
measured separately)
BB1602.13 jointed to pipes; 100mm diameter nr *** *** ***
Conventional upright type
quartzoid bulb sprinkler heads;
with temperature rating at 68
degrees C
BB1602.14 chromium plated nr *** *** ***
BB1602.15 chromium plated; with baffle
plates nr *** *** ***
Dry pendant type sprinkler heads;
with temperature rating at 68
degrees C
BB1602.16 chromium plated nr *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.5/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.5 G3.5 : Recycling Pre-action Sprinkler System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION;
RECYCLING PREACTION SPRINKLER
SYSTEM
PAINTING
Preparing; priming; one undercoat;
two finish coats of long linseed
oil modified alkyd paint with
glossy finish and fungus resistant
characteristics on galvanized
metal works; to pipe and tubing
BB1605.1 small pipes m *** *** ***
BB1605.2 large pipes m *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.5/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.5 G3.5 : Recycling Pre-action Sprinkler System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of work
or obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in
this Lump Sum Breakdown and for
which a separate charge is
required. ***
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with - "N/A".
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.5/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.5 G3.5 : Recycling Pre-action Sprinkler System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in accordance
with CESMM3 Section 7 ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.5/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 :Fire Services
Lump Sum Item LSG3.5 G3.5 : Recycling Pre-action Sprinkler System
DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG3.5
: Recycling Pre-action Sprinkler System
Page No.LSG3.5/1 ***
Page No.LSG3.5/2 ***
Page No.LSG3.5/3 ***
Page No.LSG3.5/4 ***
Page No.LSG3.5/5 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSG3.5 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.5/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.6 G3.6 : Automatic Fire Alarm and Detection System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
ALARM SYSTEM:
AUTOMATIC FIRE ALARM AND DETECTION
SYSTEM
Equipment and ancillaries
Master Fire Indicator Panels;
including battery and charges
BD0901.1 generally nr *** *** ***
Sub-Fire Indicator Panels;
including battery and charges
BD0901.2 ref:SIP-G-1 nr *** *** ***
BD0901.3 ref:SIP-G-2 nr *** *** ***
BD0901.4 ref:SIP-L1-1 nr *** *** ***
BD0901.5 ref:SIP-L1-2 nr *** *** ***
BD0901.6 ref:SIP-L1-B nr *** *** ***
BD0901.7 ref:SIP-L2-1 nr *** *** ***
BD0901.8 ref:SIP-L2-2 nr *** *** ***
BD0901.9 ref:SIP-L3-1 nr *** *** ***
BD0901.10 ref:SIP-L3-2 nr *** *** ***
BD0901.11 ref:SIP-L3-B nr *** *** ***
Fire Repeater Panels
BD0901.12 generally nr *** *** ***
Fire Alarm Delay Control Panels
BD0901.13 generally nr *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.6/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.6 G3.6 : Automatic Fire Alarm and Detection System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
ALARM SYSTEM:
AUTOMATIC FIRE ALARM AND DETECTION
SYSTEM
Equipment and ancillaries (Cont'd)
Smoke extraction control panels
BD0901.14 generally nr *** *** ***
Ventilation/Air Conditioning
shutdown Control Panels
BD0901.15 generally nr *** *** ***
Fire Service Workstation;
including printer
BD0901.16 generally nr *** *** ***
Allow for
BD0901.17 software for the complete
Automatic Fire Detection and Alarm
System sum *** *** ***
Direct link to fire service
communication centre
including telephone link with
transmitter, termination
equipment, remote indicator unit,
all necessary accessories and
first year's rental charges for
the telephone line; as shown on
Drawing no. LCC300/31/E10/001
BD0902.1 generally sum *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.6/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.6 G3.6 : Automatic Fire Alarm and Detection System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
ALARM SYSTEM:
AUTOMATIC FIRE ALARM AND DETECTION
SYSTEM
Distribution and principal
interconnections
From master fire indicator panel to
sub-fire indicator panels (in 10
nos.); including necessary control
cables and conduits; as shown on
Drawing No. LCC300/31/E10/001
BD0902.2 generally sum *** *** ***
From master fire indicator panel to
fire repeater panels (in 2 nos.);
including necessary control cables
and conduits; as shown on Drawing
No. LCC300/31/E10/001
BD0902.3 generally sum *** *** ***
From master fire indicator panel to
fire alarm delay control panel;
including necessary control cables
and conduits; as shown on Drawing
No. LCC300/31/E10/001
BD0902.4 generally sum *** *** ***
From master fire indicator panel to
smoke extraction control panel;
including necessary control cables
and conduits; as shown on Drawing
No. LCC300/31/E10/001
BD0902.5 generally sum *** *** ***
From master fire indicator panel to
ventilation/air conditioning
shutdown control panel; including
necessary control cables and
conduits; as shown on Drawing No.
LCC300/31/E10/001
BD0902.6 generally sum *** *** ***
From master fire indicator panel to
fire services workstation; including
necessary control cables and
conduits; as shown on Drawing No.
LCC300/31/E10/001
BD0902.7 generally sum *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.6/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.6 G3.6 : Automatic Fire Alarm and Detection System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
ALARM SYSTEM:
AUTOMATIC FIRE ALARM AND DETECTION
SYSTEM
Distribution and principal
interconnections (Cont'd)
From sub-fire indicator panel to
fire services pump control panel
via monitor and control modules
for pump start and status;
including monitor modules, control
modules, all necessary control
cables and conduits; as shown on
Drawing No. LCC300/31/E10/002
BD0902.8 generally sum *** *** ***
From sub-fire indicator panel to
sprinkler pump control panel via
monitor and control modules for
pump start and status; including
monitor modules, control modules,
all necessary control cables and
conduits; as shown on Drawing No.
LCC300/31/E10/002
BD0902.9 generally sum *** *** ***
From sub-fire indicator panel to
street hydrant pump control panel
via monitor and control modules
for pump start and status;
including monitor modules, control
modules, all necessary control
cables and conduits; as shown on
Drawing No. LCC300/31/E10/002
BD0902.10 generally sum *** *** ***
From sub-fire indicator panel to
pre-action sprinkler system via
monitor and control modules;
including monitor modules, control
modules, all necessary control
cables and conduits; as shown on
Drawing No. LCC300/31/E10/002
BD0902.11 generally sum *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.6/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.6 G3.6 : Automatic Fire Alarm and Detection System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
ALARM SYSTEM:
AUTOMATIC FIRE ALARM AND DETECTION
SYSTEM
Distribution and principal
interconnections (Cont'd)
From sub-fire indicator panel to
aspirating smoke detection
panels (In 3 nrs.) via monitor and
control modules; including monitor
modules, control modules, all
necessary control cables and
conduits; as shown on Drawing No.
LCC300/31/E10/002
BD0902.12 generally sum *** *** ***
From sub-fire indicator panel to
FM200 gas control panels (in 17
nos.); including necessary control
cables and conduits; as shown on
Drawing No. LCC300/31/M09/001
BD0902.13 generally sum *** *** ***
Final circuits in conduits only
Heavy gauge hot dipped galvanised
steel conduits; B.S. 4568; tee off
from trunkings/trays; complete
with fittings, draw wires, cover
plates, termination boxes,
couplers, earthing, bonding and
all necessary accessories
BD0903.1 to smoke detector points nr *** *** ***
Fire resistance type cables; with
low smoke halogen free type
bedding; from sub-fire indicator
panel; as shown on Drawing No.
LCC300/31/E10/001 & 002
BD0903.2 to smoke detector points;
including photoelectric smoke
detectors nr *** *** ***
BD0903.3 to smoke detector points;
including photoelectric smoke
detectors; complete with remote
indicators nr *** *** ***
BD0903.4 to heat detector points; including
heat detectors; complete with
remote indicators nr *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.6/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.6 G3.6 : Automatic Fire Alarm and Detection System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
ALARM SYSTEM:
AUTOMATIC FIRE ALARM AND DETECTION
SYSTEM
Final circuits in cables and
conduits (Cont'd)
Fire resistance type cables; with
low smoke halogen free type
bedding; from sub-fire indicator
panel; as shown on Drawing No.
LCC300/31/E10/001 & 002(Cont'd)
BD0903.5 to break glass unit points via
monitor modules; including break
glass units and monitor modules nr *** *** ***
BD0903.6 to alarm ▇▇▇▇ points via power
control devices; including alarm
bells and power control devices nr *** *** ***
BD0903.7 to flow switch set points via
monitor modules (in 2 nr.) and
control modules (in 1 nr.);
including flow switches, control
modules and monitor modules nr *** *** ***
BD0903.8 to valve monitor points via
monitor modules; including monitor
modules (valves measured
separately) nr *** *** ***
BD0903.9 to fire shutter monitor points via
monitor modules; including monitor
modules nr *** *** ***
BD0903.10 to fire shutter control points via
control modules; including control
modules nr *** *** ***
BD0903.11 to miscellaneous control points
via control modules; including
control modules nr *** *** ***
BD0903.12 to miscellaneous monitor points
via monitor modules; including
monitor modules nr *** *** ***
BD0903.13 to smoke curtain monitor points
via monitor modules; including
monitor modules nr *** *** ***
BD0903.14 to smoke curtain control points
via control modules; including
control modules nr *** *** ***
BD0903.15 to visual alarm flashing lights via
power control devices; including
visual alarm flashing lights and
power control devices nr *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.6/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.6 G3.6 : Automatic Fire Alarm and Detection System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of work
or obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in
this Lump Sum Breakdown and for
which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A". sum *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.6/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.6 G3.6 : Automatic Fire Alarm and Detection System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in accordance
with CESMM3 Section 7 ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.6/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.6 G3.6 : Automatic Fire Alarm and Detection System
DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG3.6
: Automatic Fire Alarm and Detection System
Page No.LSG3.6/1 ***
Page No.LSG3.6/2 ***
Page No.LSG3.6/3 ***
Page No.LSG3.6/4 ***
Page No.LSG3.6/5 ***
Page No.LSG3.6/6 ***
Page No.LSG3.6/7 ***
Page No.LSG3.6/8 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSG3.6 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.6/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.7 G3.7 : Aspirating Smoke Detection System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
ALARM SYSTEM:
ASPIRATING SMOKE DETECTION SYSTEM
Equipment and ancillaries
Aspirating Smoke Detection Panels;
including battery and charges
BD0901.1 generally nr *** *** ***
Aspirating type smoke detector
sampling points
BD0901.2 generally nr *** *** ***
UPVC pipes and fittings
Fixing to walls, columns and the
like; solvent joints
BD0902.1 32mm diameter m *** *** ***
Fixing to or suspending from
soffits; solvent joints
BD0902.2 32mm diameter m *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.7/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.7 G3.7 : Aspirating Smoke Detection System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of work
or obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in
this Lump Sum Breakdown and for
which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A". sum *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.7/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.7 G3.7 : Aspirating Smoke Detection System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7 ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.7/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.7 G3.7 : Aspirating Smoke Detection System
DESCRIPTION AMOUNT HK$
----------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG3.7
: Aspirating Smoke Detection System
Page No.LSG3.7/1 ***
Page No.LSG3.7/2 ***
Page No.LSG3.7/3 ***
----------------------------------------------------------
Total of Lump Sum Item LSG3.7 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.7/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN ICAS UPS ROOM
Equipment and ancillaries
FM200 control panels; including
battery and chargers; as shown on
Drawing No. LCC300/31/M09/001
BB1601.1 generally nr *** *** ***
Manual/auto mode selector units
BB1601.2 generally nr *** *** ***
Gas cylinders to B.S. 5045;
including gas, automatic and manual
control, pressure switches, integral
pressure gauge, cylinder valves,
flexible connection, manual release
unit and all necessary accessories
BB1601.3 cylinders for and including
58kg FM200 nr *** *** ***
Distribution and principal
interconnections
From FM200 control panels to
BB1607.1 manual/auto mode selector unit sum *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN ICAS UPS ROOM (Cont'd)
Final circuits in cables and
conduits
Fire resistance type cables; with
low smoke halogen free type bedding;
from FM200 Control Panels; as shown
on Drawing no. LCC300/31/M09/001
BB1608.1 to smoke detector points; including
photoelectric smoke detectors nr *** *** ***
BB1608.2 to siren points; including sirens nr *** *** ***
BB1608.3 to system valve actuator points nr *** *** ***
BB1608.4 to pressure switch points nr *** *** ***
BB1608.5 to flashing light points; including
flashing lights nr *** *** ***
BB1608.6 to alarm ▇▇▇▇ points; including
alarm bells nr *** *** ***
BB1608.7 to terminal strip points; including
terminal strip (local A/C
ventilation shutdown) nr *** *** ***
BB1608.8 to terminal strip points; including
terminal strip (local UPS computer
power supplies) nr *** *** ***
Galvanized steel pipes and
fittings; B.S. 1387; heavy grade
Fixing to walls, columns and the
like; screwed joints
BB1602.1 32mm diameter m *** *** ***
Fixing to or suspending from
soffits; screwed joints
BB1602.2 25mm diameter m *** *** ***
BB1602.3 32mm diameter m *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN ICAS UPS ROOM (Cont'd)
In-line equipment
Discharge nozzles
BB1602.4 generally nr *** *** ***
PAINTING
Preparing; priming; one undercoat;
two finish coats of long linseed oil
modified alkyd paint with glossy
finish and fungus resistant
characteristics on galvanized metal
works; to pipe and tubing
BB1605.1 small pipes m *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN ICAS COMPUTER ROOM
Equipment and ancillaries
FM200 control panels; including
battery and chargers; as shown on
Drawing No. LCC300/31/M09/001
BB1601.4 generally nr *** *** ***
Manual/auto mode selector units
BB1601.5 generally nr *** *** ***
Gas cylinders to B.S. 5045;
including gas, automatic and manual
control, pressure switches, integral
pressure gauge, cylinder valves,
flexible connection, manual release
unit and all necessary accessories
BB1601.6 cylinders for and including 282kg
FM200 nr *** *** ***
Distribution and principal
interconnections
From FM200 control panels to
BB1607.2 manual/auto mode selector unit sum *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN ICAS COMPUTER ROOM (Cont'd)
Final circuits in cables and
conduits
Fire resistance type cables; with
low smoke halogen free type bedding;
from FM200 Control Panels; as shown
on Drawing no. LCC300/31/M09/001
BB1608.9 to smoke detector points;
including photoelectric smoke
detectors nr *** *** ***
BB1608.10 to smoke detector points;
including photoelectric smoke
detectors; complete with remote
indicators nr *** *** ***
BB1608.11 to siren points; including
sirens nr *** *** ***
BB1608.12 to system valve actuator points nr *** *** ***
BBl608.13 to pressure switch points nr *** *** ***
BB1608.14 to flashing light points; including
flashing lights nr *** *** ***
BB1608.15 to alarm ▇▇▇▇ points; including
alarm bells nr *** *** ***
BB1608.16 to terminal strip points;
including terminal strip (local
A/C ventilation shutdown) nr *** *** ***
BB1608.17 to terminal strip points; including
terminal strip (local UPS computer
power supplies) nr *** *** ***
Galvanized steel pipes and fittings;
B.S. 1387; heavy grade
Fixing to or suspending from
soffits; screwed joints
BB1602.5 25mm diameter m *** *** ***
BB1602.6 32mm diameter m *** *** ***
BB1602.7 40mm diameter m *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN ICAS COMPUTER ROOM (Cont'd)
Electric resistance and induction
welded carbon steel pipes and
fittings; B.S. 3601
Fixing to walls, columns and the
like; screwed joints
BB1602.8 65mm diameter m *** *** ***
Fixing to or suspending from
soffits; screwed joints
BB1602.9 65mm diameter m *** *** ***
Extra over 65mm diameter pipe for
BB1602.10 bends nr *** *** ***
In-line equipment
Discharge nozzles
BB1602.11 generally nr *** *** ***
PAINTING
Preparing; priming; one undercoat;
two finish coats of long linseed oil
modified alkyd paint with glossy
finish and fungus resistant
characteristics on galvanized metal
works; to pipe and tubing
BB1605.2 small pipes m *** *** ***
Preparing; priming; one undercoat;
two finish coats of long linseed oil
modified alkyd paint with glossy
finish and fungus resistant
characteristics on carbon steel
works; to pipe and tubing
BB1605.3 large pipes m *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN ICAS RESILIENT ROOM(DEPARTURE-1)
Equipment and ancillaries
FM200 control panels; including
battery and chargers; as shown on
Drawing No. LCC300/31/M09/001
BB1601.7 generally nr *** *** ***
Manual/auto mode selector units
BB1601.8 generally nr *** *** ***
Gas cylinders to B.S. 5045;
including gas, automatic and manual
control, pressure switches, integral
pressure gauge, cylinder valves,
flexible connection, manual release
unit and all necessary accessories
BB1601.9 cylinders for and including 73.4kg
FM200 nr *** *** ***
Distribution and principal
interconnections
From FM200 control panels to
BB1607.3 manual/auto mode selector unit sum *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN ICAS RESILIENT ROOM(DEPARTURE-1)
(Cont'd)
Final circuits in cables and
conduits
Fire resistance type cables; with
low smoke halogen free type bedding;
from FM200 Control Panels; as shown
on Drawing no. LCC300/31/M09/001
BB1608.18 to smoke detector points; including
photoelectric smoke detectors nr *** *** ***
BB1608.19 to siren points; including sirens nr *** *** ***
BB1608.20 to system valve actuator points nr *** *** ***
BB1608.21 to pressure switch points nr *** *** ***
BB1608.22 to flashing light points; including
flashing lights nr *** *** ***
BB1608.23 to alarm ▇▇▇▇ points; including
alarm bells nr *** *** ***
BB1608.24 to terminal strip points; including
terminal strip (local A/C
ventilation shutdown) nr *** *** ***
BB1608.25 to terminal strip points; including
terminal strip (local UPS computer
power supplies) nr *** *** ***
Galvanized steel pipes and fittings;
B.S. 1387; heavy grade
Fixing to walls, columns and the
like; screwed joints
BB1602.12 25mm diameter m *** *** ***
Fixing to or suspending from
soffits; screwed joints
BB1602.13 25mm diameter m *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN ICAS RESILIENT ROOM(DEPARTURE-1)
(Cont'd)
In-line equipment
Discharge nozzles
BB1602.14 generally nr *** *** ***
PAINTING
Preparing; priming; one undercoat;
two finish coats of long linseed oil
modified alkyd paint with glossy
finish and fungus resistant
characteristics on galvanized metal
works; to pipe and tubing
BB1605.4 small pipes m *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/9 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN ICAS RESILIENT ROOM(DEPARTURE-2)
Equipment and ancillaries
FM200 control panels; including
battery and chargers; as shown on
Drawing No. LCC300/31/M09/001
BB1601.10 generally nr *** *** ***
Manual/auto mode selector units
BB1601.11 generally nr *** *** ***
Gas cylinders to B.S. 5045;
including gas, automatic and manual
control, pressure switches, integral
pressure gauge, cylinder valves,
flexible connection, manual release
unit and all necessary accessories
BB1601.12 cylinders for and including 39.5kg
FM200 nr *** *** ***
Distribution and principal
interconnections
From FM200 control panels to
BB1607.4 manual/auto mode selector unit sum *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/10 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN ICAS RESILIENT ROOM(DEPARTURE-2)
(Cont'd)
Final circuits in cables and
conduits
Fire resistance type cables; with
low smoke halogen free type bedding;
from FM200 Control Panels; as shown
on Drawing no. LCC300/31/M09/001
BB1608.26 to smoke detector points; including
photoelectric smoke detectors nr *** *** ***
BB1608.27 to smoke detector points; including
photoelectric smoke detectors;
complete with remote indicators nr *** *** ***
BB1608.28 to siren points; including sirens nr *** *** ***
BB1608.29 to system valve actuator points nr *** *** ***
BB1608.30 to pressure switch points nr *** *** ***
BB1608.31 to flashing light points; including
flashing lights nr *** *** ***
BB1608.32 to alarm ▇▇▇▇ points; including
alarm bells nr *** *** ***
BB1608.33 to terminal strip points; including
terminal strip (local A/C
ventilation shutdown) nr *** *** ***
BB1608.34 to terminal strip points; including
terminal strip (local UPS computer
power supplies) nr *** *** ***
Galvanized steel pipes and fittings;
B.S. 1387; heavy grade
Fixing to walls, columns and the
like; screwed joints
BB1602.15 32mm diameter m *** *** ***
Fixing to or suspending from
soffits; screwed joints
BB1602.16 25mm diameter m *** *** ***
BB1602.17 32mm diameter m *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/11 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN ICAS RESILIENT ROOM(DEPARTURE-2)
(Cont'd)
In-line equipment
Discharge nozzles
BB1602.18 generally nr *** *** ***
PAINTING
Preparing; priming; one undercoat;
two finish coats of long linseed oil
modified alkyd paint with glossy
finish and fungus resistant
characteristics on galvanized metal
works; to pipe and tubing
BB1605.5 small pipes m *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/12 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN STATION SIGNALLING UPS/EQUIPMENT
ROOM
Equipment and ancillaries
FM200 control panels; including
battery and chargers; as shown on
Drawing No. LCC300/31/M09/001
BB1601.13 generally nr *** *** ***
Manual/auto mode selector units
BB1601.14 generally nr *** *** ***
Gas cylinders to B.S. 5045;
including gas, automatic and manual
control, pressure switches, integral
pressure gauge, cylinder valves,
flexible connection, manual release
unit and all necessary accessories
BB1601.15 cylinders for and including
112kg FM200 nr *** *** ***
Distribution and principal
interconnections
From FM200 control panels to
BB1607.5 manual/auto mode selector unit sum *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/13 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN STATION SIGNALLING UPS/EQUIPMENT
ROOM (Cont'd)
Final circuits in cables and
conduits
Fire resistance type cables; with
low smoke halogen free type bedding;
from FM200 Control Panels; as shown
on Drawing no. LCC300/31/M09/001
BB1608.35 to smoke detector points; including
photoelectric smoke detectors nr *** *** ***
BB1608.36 to siren points; including sirens nr *** *** ***
BB1608.37 to system valve actuator points nr *** *** ***
BB1608.38 to pressure switch points nr *** *** ***
BB1608.39 to flashing light points; including
flashing lights nr *** *** ***
BB1608.40 to alarm ▇▇▇▇ points; including
alarm bells nr *** *** ***
BB1608.41 to terminal strip points; including
terminal strip (local A/C
ventilation shutdown) nr *** *** ***
BB1608.42 to terminal strip points; including
terminal strip (local UPS computer
power supplies) nr *** *** ***
Galvanized steel pipes and fittings;
B.S. 1387; heavy grade
Fixing to walls, columns and the
like; screwed joints
BB1602.19 25mm diameter m *** *** ***
Fixing to or suspending from
soffits; screwed joints
BB1602.20 25mm diameter m *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/14 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN STATION SIGNALLING UPS/EQUIPMENT
ROOM (Cont'd)
In-line equipment
Discharge nozzles
BB1602.21 generally nr *** *** ***
PAINTING
Preparing; priming; one undercoat;
two finish coats of long linseed oil
modified alkyd paint with glossy
finish and fungus resistant
characteristics on galvanized metal
works; to pipe and tubing
BB1605.6 small pipes m *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/15 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN ICAS RESILIENT ROOM(ARRIVAL-1)
Equipment and ancillaries
FM200 control panels; including
battery and chargers; as shown on
Drawing No. LCC300/31/M09/001
BB1601.16 generally nr *** *** ***
Manual/auto mode selector units
BB1601.17 generally nr *** *** ***
Gas cylinders to B.S. 5045;
including gas, automatic and manual
control, pressure switches, integral
pressure gauge, cylinder valves,
flexible connection, manual release
unit and all necessary accessories
BB1601.18 cylinders for and including 63kg
FM200 nr *** *** ***
Distribution and principal
interconnections
From FM200 control panels to
BB1607.6 manual/auto mode selector unit sum *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/16 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN ICAS RESILIENT ROOM(ARRIVAL-1)
(Cont'd)
Final circuits in cables and
conduits
Fire resistance type cables; with low
smoke halogen free type bedding; from
FM200 Control Panels; as shown on
Drawing no. LCC300/31/M09/001
BB1608.43 to smoke detector points; including
photoelectric smoke detectors nr *** *** ***
BB1608.44 to siren points; including sirens nr *** *** ***
BB1608.45 to system valve actuator points nr *** *** ***
BB1608.46 to pressure switch points nr *** *** ***
BB1608.47 to flashing light points; including
flashing lights nr *** *** ***
BB1608.48 to alarm ▇▇▇▇ points; including
alarm bells nr *** *** ***
BB1608.49 to terminal strip points; including
terminal strip (local A/C
ventilation shutdown) nr *** *** ***
BB1608.50 to terminal strip points; including
terminal strip (local UPS computer
power supplies) nr *** *** ***
Galvanized steel pipes and fittings;
B.S. 1387; heavy grade
Fixing to walls, columns and the
like; screwed joints
BB1602.22 25mm diameter m *** *** ***
Fixing to or suspending from
soffits; screwed joints
BB1602.23 25mm diameter m *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/17 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN ICAS RESILIENT ROOM(ARRIVAL-1)
(Cont'd)
In-line equipment
Discharge nozzles
BB1602.24 generally nr *** *** ***
PAINTING
Preparing; priming; one undercoat;
two finish coats of long linseed oil
modified alkyd paint with glossy
finish and fungus resistant
characteristics on galvanized metal
works; to pipe and tubing
BB1605.7 small pipes m *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/18 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN ICAS RESILIENT ROOM(ARRIVAL-2)
Equipment and ancillaries
FM200 control panels; including
battery and chargers; as shown on
Drawing No. LCC300/31/M09/001
BB1601.19 generally nr *** *** ***
Manual/auto mode selector units
BB1601.20 generally nr *** *** ***
Gas cylinders to B.S. 5045;
including gas, automatic and manual
control, pressure switches, integral
pressure gauge, cylinder valves,
flexible connection, manual release
unit and all necessary accessories
BB1601.21 cylinders for and including 56.8kg
FM200 nr *** *** ***
Distribution and principal
interconnections
From FM200 control panels to
BB1607.7 manual/auto mode selector unit sum *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/19 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN ICAS RESILIENT ROOM(ARRIVAL-2)
(Cont'd)
Final circuits in cables and
conduits
Fire resistance type cables; with
low smoke halogen free type bedding;
from FM200 Control Panels; as shown
on Drawing no. LCC300/31/M09/001
BB1608.51 to smoke detector points; including
photoelectric smoke detectors nr *** *** ***
BB1608.52 to siren points; including sirens nr *** *** ***
BB1608.53 to system valve actuator points nr *** *** ***
BB1608.54 to pressure switch points nr *** *** ***
BB1608.55 to flashing light points; including
flashing lights nr *** *** ***
BB1608.56 to alarm ▇▇▇▇ points; including
alarm bells nr *** *** ***
BB1608.57 to terminal strip points; including
terminal strip (local A/C
ventilation shutdown) nr *** *** ***
BB1608.58 to terminal strip points; including
terminal strip (local UPS computer
power supplies) nr *** *** ***
Galvanized steel pipes and fittings;
B.S. 1387; heavy grade
Fixing to walls, columns and the
like; screwed joints
BB1602.25 25mm diameter m *** *** ***
Fixing to or suspending from
soffits; screwed joints
BB1602.26 25mm diameter m *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/20 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN ICAS RESILIENT ROOM(ARRIVAL-2)
(Cont'd)
In-line equipment
Discharge nozzles
BB1602.27 generally nr *** *** ***
PAINTING
Preparing; priming; one undercoat;
two finish coats of long linseed oil
modified alkyd paint with glossy
finish and fungus resistant
characteristics on galvanized metal
works; to pipe and tubing
BB1605.8 small pipes m *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/21 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN COMPUTER SERVER ROOM
Equipment and ancillaries
FM200 control panels; including
battery and chargers; as shown on
Drawing No. LCC300/31/M09/001
BB1601.22 generally nr *** *** ***
Manual/auto mode selector units
BB1601.23 generally nr *** *** ***
Gas cylinders to B.S. 5045;
including gas, automatic and manual
control, pressure switches, integral
pressure gauge, cylinder valves,
flexible connection, manual release
unit and all necessary accessories
BB1601.24 cylinders for and including 20.7kg
FM200 nr *** *** ***
Distribution and principal
interconnections
From FM200 control panels to
BB1607.8 manual/auto mode selector unit sum *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/22 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN COMPUTER SERVER ROOM (Cont'd)
Final circuits in cables and
conduits
Fire resistance type cables; with
low smoke halogen free type bedding;
from FM200 Control Panels; as shown
on Drawing no. LCC300/31/M09/001
BB1608.59 to smoke detector points; including
photoelectric smoke detectors nr *** *** ***
BB1608.60 to smoke detector points; including
photoelectric smoke detectors;
complete with remote indicators nr *** *** ***
BB1608.61 to siren points; including sirens nr *** *** ***
BB1608.62 to system valve actuator points nr *** *** ***
BB1608.63 to pressure switch points nr *** *** ***
BB1608.64 to flashing light points; including
flashing lights nr *** *** ***
BB1608.65 to alarm ▇▇▇▇ points; including
alarm bells nr *** *** ***
BB1608.66 to terminal strip points; including
terminal strip (local A/C
ventilation shutdown) nr *** *** ***
BB1608.67 to terminal strip points; including
terminal strip (local UPS computer
power supplies) nr *** *** ***
Galvanized steel pipes and fittings;
B.S. 1387; heavy grade
Fixing to walls, columns and the
like; screwed joints
BB1602.28 32mm diameter m *** *** ***
Fixing to or suspending from
soffits; screwed joints
BB1602.29 25mm diameter m *** *** ***
BB1602.30 32mm diameter m *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/23 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN COMPUTER SERVER ROOM (Cont'd)
In-line equipment
Discharge nozzles
BB1602.31 generally nr *** *** ***
PAINTING
Preparing; priming; one undercoat;
two finish coats of long linseed oil
modified alkyd paint with glossy
finish and fungus resistant
characteristics on galvanized metal
works; to pipe and tubing
BB1605.9 small pipes m *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/24 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN TELECOMMUNICATION EQUIPMENT ROOM
Equipment and anci11aries
FM200 control panels; including
battery and chargers; as shown on
Drawing No. LCC300/31/M09/001
BB1601.25 generally nr *** *** ***
Manual/auto mode selector units
BB1601.26 generally nr *** *** ***
Gas cylinders to B.S. 5045;
including gas, automatic and manual
control, pressure switches, integral
pressure gauge, cylinder valves,
flexible connection, manual release
unit and all necessary accessories
BB1601.27 cylinders for and including 342kg
FM200 nr *** *** ***
Distribution and principal
interconnections
From FM200 control panels to
BB1607.9 manual/auto mode selector unit sum *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/25 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN TELECOMMUNICATION EQUIPMENT ROOM
(Cont'd)
Final circuits in cables and
conduits
Fire resistance type cables; with
low smoke halogen free type bedding;
from FM200 Control Panels; as shown
on Drawing no. LCC300/31/M09/001
BB1608.68 to smoke detector points; including
photoelectric smoke detectors nr *** *** ***
BB1608.69 to siren points; including sirens nr *** *** ***
BB1608.70 to system valve actuator points nr *** *** ***
BB1608.71 to pressure switch points nr *** *** ***
BB1608.72 to flashing light points; including
flashing lights nr *** *** ***
BB1608.73 to alarm ▇▇▇▇ points; including
alarm bells nr *** *** ***
BB1608.74 to terminal strip points; including
terminal strip (local A/C
ventilation shutdown) nr *** *** ***
BB1608.75 to terminal strip points; including
terminal strip (local UPS computer
power supplies) nr *** *** ***
Galvanized steel pipes and fittings;
B.S. 1387; heavy grade
Fixing to or suspending from
soffits; screwed joints
BB1602.32 25mm diameter m *** *** ***
BB1602.33 32mm diameter m *** *** ***
BB1602.34 40mm diameter m *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/26 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN TELECOMMUNICATION EQUIPMENT ROOM
(Cont'd)
Electric resistance and induction
Welded carbon steel pipes and
fittings; B.S. 3601
Fixing to walls, columns and the
like; screwed joints
BB1602.35 40mm diameter m *** *** ***
In-line equipment
Discharge nozzles
BB1602.36 generally nr *** *** ***
PAINTING
Preparing; priming; one undercoat;
two finish coats of long linseed oil
modified alkyd paint with glossy
finish and fungus resistant
characteristics on galvanized metal
works; to pipe and tubing
BB1605.10 small pipes m *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/27 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN COMMON COMMUNICATION EQUIPMENT
ROOM
Equipment and ancillaries
FM200 control panels; including
battery and chargers; as shown on
Drawing No. LCC300/31/M09/001
BB1601.28 generally nr *** *** ***
Manual/auto mode selector units
BB1601.29 generally nr *** *** ***
Gas cylinders to B.S. 5045;
including gas, automatic and manual
control, pressure switches, integral
pressure gauge, cylinder valves,
flexible connection, manual release
unit and all necessary accessories
BB1601.30 cylinders for and including 310kg
FM200 nr *** *** ***
Distribution and principal
interconnections
From FM200 control panels to
BB1607.10 manual/auto mode selector unit sum *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/28 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN COMMON COMMUNICATION EQUIPMENT
ROOM (Cont'd)
Final circuits in cables and
conduits
Fire resistance type cables; with
low smoke halogen free type bedding;
from FM200 Control Panels; as shown
on Drawing no. LCC300/31/M09/001
BB1608.76 to smoke detector points; including
photoelectric smoke detectors nr *** *** ***
BB1608.77 to siren points; including sirens nr *** *** ***
BB1608.78 to system valve actuator points nr *** *** ***
BB1608.79 to pressure switch points nr *** *** ***
BB1608.80 to flashing light points; including
flashing lights nr *** *** ***
BB1608.81 to alarm ▇▇▇▇ points; including
alarm bells nr *** *** ***
BB1608.82 to terminal strip points; including
terminal strip (local A/C
ventilation shutdown) nr *** *** ***
BB1608.83 to terminal strip points; including
terminal strip (local UPS computer
power supplies) nr *** *** ***
Galvanized steel pipes and fittings;
B.S. 1387; heavy grade
Fixing to or suspending from
soffits; screwed joints
BB1602.37 25mm diameter m *** *** ***
BB1602.38 32mm diameter m *** *** ***
BB1602.39 40mm diameter m *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/29 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN COMMON COMMUNICATION EQUIPMENT
ROOM (Cont'd)
Electric resistance and induction
welded carbon steel pipes and
fittings; B.S. 3601
Fixing to walls, columns and the
like; screwed joints
BB1602.40 40mm diameter m *** *** ***
In-line equipment
Discharge nozzles
BB1602.41 generally nr *** *** ***
PAINTING
Preparing; priming; one undercoat;
two finish coats of long linseed oil
modified alkyd paint with glossy
finish and fungus resistant
characteristics on galvanized metal
works; to pipe and tubing
BB1605.11 small pipes m *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/30 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN STATION SIGNALLING EQUIPMENT ROOM
Equipment and ancillaries
FM200 control panels; including
battery and chargers; as shown on
Drawing No. LCC300/31/M09/001
BB1601.31 generally nr *** *** ***
Manual/auto mode selector units
BB1601.32 generally nr *** *** ***
Gas cylinders to B.S. 5045;
including gas, automatic and manual
control, pressure switches, integral
pressure gauge, cylinder valves,
flexible connection, manual release
unit and all necessary accessories
BB1601.33 cylinders for and including 405kg
FM200 nr *** *** ***
Distribution and principal
interconnections
From FM200 control panels to
BB1607.11 manual/auto mode selector unit sum *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/31 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN STATION SIGNALLING EQUIPMENT ROOM
(Cont'd)
Final circuits in cables and
conduits
Fire resistance type cables; with
low smoke halogen free type bedding;
from FM200 Control Panels; as shown
on Drawing no. LCC300/31/M09/001
BB1608.84 to smoke detector points; including
photoelectric smoke detectors nr *** *** ***
BB1608.85 to siren points; including sirens nr *** *** ***
BB1608.86 to system valve actuator points nr *** *** ***
BB1608.87 to pressure switch points nr *** *** ***
BB1608.88 to flashing light points; including
flashing lights nr *** *** ***
BB1608.89 to alarm ▇▇▇▇ points; including
alarm bells nr *** *** ***
BB1608.90 to terminal strip points; including
terminal strip (local A/C
ventilation shutdown) nr *** *** ***
BB1608.91 to terminal strip points; including
terminal strip (local UPS computer
power supplies) nr *** *** ***
Galvanized steel pipes and fittings;
B.S. 1387; heavy grade
Fixing to or suspending from
soffits; screwed joints
BB1602.42 25mm diameter m *** *** ***
BB1602.43 32mm diameter m *** *** ***
BB1602.44 40mm diameter m *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/32 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN STATION SIGNALLING EQUIPMENT ROOM
(Cont'd)
Electric resistance and induction
welded carbon steel pipes and
fittings; B.S. 3601
Fixing to walls, columns and the
like; screwed joints
BB1602.45 40mm diameter m *** *** ***
In-line equipment
Discharge nozzles
BB1602.46 generally nr *** *** ***
PAINTING
Preparing; priming; one undercoat;
two finish coats of long linseed oil
modified alkyd paint with glossy
finish and fungus resistant
characteristics on galvanized metal
works; to pipe and tubing
BB1605.12 small pipes m *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/33 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
BATTERY ROOM
Equipment and ancillaries
FM200 control panels; including
battery and chargers; as shown on
Drawing No. LCC300/31/M09/001
BB1601.34 generally nr *** *** ***
Manual/auto mode selector units
BB1601.35 generally nr *** *** ***
Gas cylinders to B.S. 5045;
including gas, automatic and manual
control, pressure switches, integral
pressure gauge, cylinder valves,
flexible connection, manual release
unit and all necessary accessories
BB1601.36 cylinders for and including 55kg
FM200 nr *** *** ***
Distribution and principal
interconnections
From FM200 control panels to
BB1607.12 manual/auto mode selector unit sum *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/34 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
BATTERY ROOM (Cont'd)
Final circuits in cables and
conduits
Fire resistance type cables; with
low smoke halogen free type bedding;
from FM200 Control Panels; as shown
on Drawing no. LCC300/31/M09/001
BB1608.92 to smoke detector points; including
photoelectric smoke detectors nr *** *** ***
BB1608.93 to siren points; including sirens nr *** *** ***
BB1608.94 to system valve actuator points nr *** *** ***
BB1608.95 to pressure switch points nr *** *** ***
BB1608.96 to flashing light points; including
flashing lights nr *** *** ***
BB1608.97 to alarm ▇▇▇▇ points; including
alarm bells nr *** *** ***
BB1608.98 to terminal strip points; including
terminal strip (local A/C
ventilation shutdown) nr *** *** ***
BB1608.99 to terminal strip points; including
terminal strip (local UPS computer
power supplies) nr *** *** ***
Galvanized steel pines and fittings;
B.S. 1387; heavy grade
Fixing to walls, columns and the
like; screwed joints
BB1602.47 25mm diameter m *** *** ***
Fixing to or suspending from
soffits; screwed joints
BB1602.48 25mm diameter m *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/35 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
BATTERY ROOM (Cont'd)
In-line equipment
Discharge nozzles
BB1602.49 generally nr *** *** ***
PAINTING
Preparing; priming; one undercoat;
two finish coats of long linseed oil
modified alkyd paint with glossy
finish and fungus resistant
characteristics on galvanized metal
works; to pipe and tubing
BB1605.13 small pipes m *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/36 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN TELECOMMUNICATION EQUIPMENT ROOM
FOR HALL
Equipment and ancillaries
FM200 control panels; including
battery and chargers; as shown on
Drawing No. LCC300/31/M09/001
BB1601.37 generally nr *** *** ***
Manual/auto mode selector units
BB1601.38 generally nr *** *** ***
Gas cylinders to B.S. 5045;
including gas, automatic and manual
control, pressure switches, integral
pressure gauge, cylinder valves,
flexible connection, manual release
unit and all necessary accessories
BB1601.39 cylinders for and including 210kg
FM200 nr *** *** ***
Distribution and principal
interconnections
From FM200 control panels to
BB1607.13 manual/auto mode selector unit sum *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/37 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN TELECOMMUNICATION EQUIPMENT ROOM
FOR HALL (Cont'd)
Final circuits in cables and
conduits
Fire resistance type cables; with
low smoke halogen free type bedding;
from FM200 Control Panels; as shown
on Drawing no. LCC300/31/M09/001
BB1608.100 to smoke detector points; including
photoelectric smoke detectors nr *** *** ***
BB1608.101 to siren points; including sirens nr *** *** ***
BB1608.102 to system valve actuator points nr *** *** ***
BB1608.103 to pressure switch points nr *** *** ***
BB1608.104 to flashing light points; including
flashing lights nr *** *** ***
BB1608.105 to alarm ▇▇▇▇ points, including
alarm bells nr *** *** ***
BB1608.106 to terminal strip points; including
terminal strip (local A/C
ventilation shutdown) nr *** *** ***
BB1608.107 to terminal strip points; including
terminal strip (local UPS computer
power supplies) nr *** *** ***
Galvanized steel pipes and
fittings; B.S. 1387; heavy grade
Fixing to walls, columns and the
like; screwed joints
BB1602.50 25mm diameter m *** *** ***
Fixing to or suspending from
soffits; screwed joints
BB1602.51 25mm diameter m *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/38 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN TELECOMMUNICATION EQUIPMENT ROOM
FOR HALL (Cont'd)
In-line equipment
Discharge nozzles
BB1602.52 generally nr *** *** ***
PAINTING
Preparing; priming; one undercoat;
two finish coats of long linseed oil
modified alkyd paint with glossy
finish and fungus resistant
characteristics on galvanized metal
works; to pipe and tubing
BB1605.14 small pipes m *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/39 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
BASE STATION FOR INTEGRATED RADIO
SYSTEM ROOM
Equipment and ancillaries
FM200 control panels; including
battery and chargers; as shown on
Drawing No. LCC300/31/M09/001
BB1601.40 generally nr *** *** ***
Manual/auto mode selector units
BB1601.41 generally nr *** *** ***
Gas cylinders to B.S. 5045;
including gas, automatic and manual
control, pressure switches, integral
pressure gauge, cylinder valves,
flexible connection, manual release
unit and all necessary accessories
BB1601.42 cylinders for and including 27kg
FM200 nr *** *** ***
Distribution and principal
interconnections
From FM200 control panels to
BB1607.14 manual/auto mode selector unit sum *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/40 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
BASE STATION FOR INTEGRATED RADIO
SYSTEM ROOM (Cont'd)
Final circuits in cables and
conduits
Fire resistance type cables; with
low smoke halogen free type bedding;
from FM200 Control Panels; as shown
on Drawing no. LCC300/31/M09/001
BB1608.108 to smoke detector points; including
photoelectric smoke detectors nr *** *** ***
BB1608.109 to siren points; including sirens nr *** *** ***
BB1608.110 to system valve actuator points nr *** *** ***
BB1608.111 to pressure switch points nr *** *** ***
BB1608.112 to flashing light points; including
flashing lights nr *** *** ***
BB1608.113 to alarm ▇▇▇▇ points; including
alarm bells nr *** *** ***
BB1608.114 to terminal strip points; including
terminal strip (local A/C
ventilation shutdown) nr *** *** ***
BB1608.115 to terminal strip points; including
terminal strip (local UPS computer
power supplies) nr *** *** ***
Galvanized steel pipes and fittings;
B.S. 1387; heavy grade
Fixing to walls, columns and the
like; screwed joints
BB1602.53 25mm diameter m *** *** ***
Fixing to or suspending from
soffits; screwed joints
BB1602.54 25mm diameter m *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/41 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
BASE STATION FOR INTEGRATED RADIO
SYSTEM ROOM (Cont'd)
In-line equipment
Discharge nozzles
BB1602.55 generally nr *** *** ***
PAINTING
Preparing; priming; one undercoat;
two finish coats of long linseed oil
modified alkyd paint with glossy
finish and fungus resistant
characteristics on galvanized metal
works; to pipe and tubing
BB1605.15 small pipes m *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/42 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN CENTRALISED UPS ROOM/BATTERIES &
CHARGING ROOM
Equipment and ancillaries
FM200 control panels; including
battery and chargers; as shown on
Drawing No. LCC300/31/M09/001
BB1601.43 generally nr *** *** ***
Manual/auto mode selector units
BB1601.44 generally nr *** *** ***
Gas cylinders to B.S. 5045;
including gas, automatic and manual
control, pressure switches, integral
pressure gauge, cylinder valves,
flexible connection, manual release
unit and all necessary accessories
BB1601.45 cylinders for and including 76kg
FM200 nr *** *** ***
Distribution and principal
inter connections
From FM200 control panels to
BB1607.15 manual/auto mode selector unit sum *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/43 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN CENTRALISED UPS ROOM/BATTERIES &
CHARGING ROOM (Cont'd)
Final circuits in cables and
conduits
Fire resistance type cables; with
low smoke halogen free type bedding;
from FM200 Control Panels; as shown
on Drawing no. LCC300/31/M09/001
BB1608.116 to smoke detector points; including
photoelectric smoke detectors nr *** *** ***
BB1608.117 to siren points; including sirens nr *** *** ***
BB1608.118 to system valve actuator points nr *** *** ***
BB1608.119 to pressure switch points nr *** *** ***
BB1608.120 to flashing light points; including
flashing lights nr *** *** ***
BB1608.121 to alarm ▇▇▇▇ points; including
alarm bells nr *** *** ***
BB1608.122 to terminal strip points; including
terminal strip (local A/C
ventilation shutdown) nr *** *** ***
BB1608.123 to terminal strip points; including
terminal strip (local UPS computer
power supplies) nr *** *** ***
Galvanized steel pipes and fittings;
B.S. 1387; heavy grade
Fixing to or suspending from
soffits; screwed joints
BB1602.56 25mm diameter m *** *** ***
BB1602.57 32mm diameter m *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/44 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION: TOTAL
FLOODING SYSTEM
IN CENTRALISED UPS ROOM/BATTERIES &
CHARGING ROOM (Cont'd)
Electric resistance and induction
welded carbon steel pipes and
fittings; B.S. 3601
Fixing to walls, columns and the
like; screwed joints
BB1602.58 32mm diameter m *** *** ***
In-1ine equipment
Discharge nozzles
BB1602.59 generally nr *** *** ***
PAINTING
Preparing; priming; one undercoat;
two finish coats of long linseed oil
modified alkyd paint with glossy
finish and fungus resistant
characteristics on galvanized metal
works; to pipe and tubing
BB1605.16 small pipes m *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/45 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A". sum *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/46 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7 ***
-----------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.8/47 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
DESCRIPTION AMOUNT HK$
----------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG3.8
: Total Flooding System
Page No.LSG3.8/l ***
Page No.LSG3.8/2 ***
Page No.LSG3.8/3 ***
Page No.LSG3.8/4 ***
Page No.LSG3.8/5 ***
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Page No.LSG3.8/8 ***
Page No.LSG3.8/9 ***
Page No.LSG3.8/10 ***
Page No.LSG3.8/11 ***
Page No.LSG3.8/12 ***
Page No.LSG3.8/13 ***
Page No.LSG3.8/14 ***
Page No.LSG3.8/15 ***
Page No.LSG3.8/16 ***
Page No.LSG3.8/17 ***
Page No.LSG3.8/18 ***
Page No.LSG3.8/19 ***
Page No.LSG3.8/20 ***
----------------------------------------------------------
Carried Forward ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 October 2002 LSG3.8/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
DESCRIPTION AMOUNT HK$
--------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG3.8
: Total Flooding System
Brought forward ***
Page No.LSG3.8/21 ***
Page No.LSG3.8/22 ***
Page No.LSG3.8/23 ***
Page No.LSG3.8/24 ***
Page No.LSG3.8/25 ***
Page No.LSG3.8/26 ***
Page No.LSG3.8/27 ***
Page No.LSG3.8/28 ***
Page No.LSG3.8/29 ***
Page No.LSG3.8/30 ***
Page No.LSG3.8/31 ***
Page No.LSG3.8/32 ***
Page No.LSG3.8/33 ***
Page No.LSG3.8/34 ***
Page No.LSG3.8/35 ***
Page No.LSG3.8/36 ***
Page No.LSG3.8/37 ***
Page No.LSG3.8/38 ***
Page No.LSG3.8/39 ***
Page No.LSG3.8/40 ***
--------------------------------------------------------------
Carried Forward ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 October 2002 LSG3.8/COL/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.8 G3.8 : Total Flooding System
DESCRIPTION AMOUNT HK$
--------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG3.8
: Total Flooding System
Brought forward ***
Page No.LSG3.8/41 ***
Page No.LSG3.8/42 ***
Page No.LSG3.8/43 ***
Page No.LSG3.8/44 ***
Page No.LSG3.8/45 ***
Page No.LSG3.8/46 ***
Page No.LSG3.8/47 ***
--------------------------------------------------------------
Total of Lump Sum Item LSG3.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 October 2002 LSG3.8/COL/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.9 G3.9 : Portable Appliances
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
FIRE SERVICES INSTALLATION:
PORTABLE APPLIANCES
Equipment and ancillaries
Fire extinguishers
BB1601.1 C02 type; 4.5 kg nr *** *** ***
BB1601.2 water type; 9 litre nr *** *** ***
BB1601.3 fixed sprayer units - NAFSIII; 5 kg nr *** *** ***
Sand buckets; filling with dry sand
BB1601.4 generally nr *** *** ***
Fire blankets
BB1601.5 generally nr *** *** ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.9 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.9/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.9 G3.9 : Portable Appliances
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Lump Sum
Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall
be "sum", with Quantity and
Rate columns entered with
"N/A". ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.9 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.9/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.9 G3.9 : Portable Appliances
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with CESMM3 Section 7 ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.9 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.9/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.9 G3.9 : Portable Appliances
DESCRIPTION AMOUNT HK$
--------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG3.9
: Portable Appliances
Page No.LSG3.9/1 ***
Page No.LSG3.9/2 ***
Page No.LSG3.9/3 ***
--------------------------------------------------------------
Total of Lump Sum Item LSG3.9 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.9/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.10 G3.10 : Control Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
CONTROL SYSTEMS : ELECTRICAL AND
CONTROL FOR FIRE SERVICES
Equipment and ancillaries
Local motor control panels
BB1601.1 for sprinkler pumps nr *** *** ***
BB1601.2 for hydrant/hosereel pumps nr *** *** ***
BB1601.3 for street hydrant pumps nr *** *** ***
Final circuit; power supply cables
From local motor control panels to
pumps/jockey pumps; including all
necessary cables, conduits,
trunkings, trays, etc.
BB1608.1 ref: SHP-001 & 002 nr *** *** ***
BB1608.2 ref: FHP-001 & 002 nr *** *** ***
BB1608.3 ref: SPP-001 & 002 nr *** *** ***
BB1608.4 ref: SHP-003 nr *** *** ***
BB1608.5 ref: FHP-003 nr *** *** ***
BB1608.6 ref: SPP-003 nr *** *** ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.10 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.10/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.10 G3.10 : Control Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
CONTROL SYSTEMS : ELECTRICAL AND
CONTROL FOR FIRE SERVICES
Final circuit; control cables
From local motor control panels to
pressure switch
assemblies (pressure switch
assemblies measured separately);
including all necessary cables and
conduits
BB1608.7 generally nr *** *** ***
From local motor control panels to
water level controller; including
water level controllers and all
necessary cables and conduits
BB1608.8 generally nr *** *** ***
From local motor control panels to
emergency stop push buttons;
including emergency stop push
buttons and all necessary cables
and conduits
BB1608.9 generally nr *** *** ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.10 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.10/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.10 G3.10 : Control Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Changes
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Lump Sum
Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall
be "sum", with Quantity and
Rate columns entered with
"N/A". ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.10 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.10/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.10 G3.10 : Control Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with CESMM3 Section 7 ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.10 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.10/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.10 G3.10 : Control Systems
DESCRIPTION AMOUNT HK$
--------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG3.10
: Control Systems
Page No.LSG3.10/1 ***
Page NO.LSG3.10/2 ***
Page No.LSGS.10/3 ***
Page No.LSG3.10/4 ***
--------------------------------------------------------------
Total of Lump Sum Item LSG3.10 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.10/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.11 G3.11 : Sundries
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
SUNDRIES
Allow for the following and
executing to the satisfaction of
the Engineer
Provision of testing, including
integrated testing, setting to
work and commissioning the
complete Fire Service Installation
BB1909.1 generally sum ***
Providing of plates, discs,
labels, tags, coloured stencil and
painted bands for plant,
equipment, ancillaries, pipe and
ducts, valves and the like
BB1909.2 generally sum ***
Providing of fire stopping
including internal fire barriers
to trunking, busbar trunking,
inside pipe sleeves etc. and the
like
BB1909.3 generally sum ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.11 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.11/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.11 G3.11 : Sundries
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate columns
entered with "N/A". ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.11 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.11/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.11 G3.11 : Sundries
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7 ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG3.11 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.11/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G3 : Fire Services
Lump Sum Item LSG3.11 G3.11 : Sundries
DESCRIPTION AMOUNT HK$
--------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG3.11
: Sundries
Page No.LSG3.11/l ***
Page No.LSG3.ll/2 ***
Page NO.LSG3.11/3 ***
--------------------------------------------------------------
Total of Lump Sum Item LSG3.11 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG3.11/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.1 G4.1 : Syphonic Rainwater Drainage Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
SYPHONIC RAINWATER DRAINAGE SYSTEM
High density polyethylene (HDPE)
pipes and fittings: 150 R161/1
Fixing to walls, columns and the
like; electro-welded joints
BC0103.1 63mm diameter m *** *** ***
BC0103.2 75mm diameter m *** *** ***
BC0103.3 100mm diameter m *** *** ***
BC0103.4 110mm diameter m *** *** ***
BC0103.5 125mm diameter m *** *** ***
BC0103.6 150mm diameter m *** *** ***
Fixing to or suspending from
soffits; electro-welded joints
BC0103.7 75mm diameter m *** *** ***
BC0103.8 90mm diameter m *** *** ***
BC0103.9 100mm diameter m *** *** ***
BC0103.10 110mm diameter m *** *** ***
BC0103.11 125mm diameter m *** *** ***
BC0103.12 150mm diameter m *** *** ***
BC0103.13 160mm diameter m *** *** ***
BC0103.14 200mm diameter m *** *** ***
Cast-in walls, columns and the
like; electro-welded joints
BC0103.15 90mm diameter m *** *** ***
BC0103.16 110mm diameter m *** *** ***
BC0103.17 125mm diameter m *** *** ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.1 G4.1 : Syphonic Rainwater Drainage Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
SYPHONIC RAINWATER DRAINAGE SYSTEM
High density polyethylene (HDPE)
pipes and fittings: 150 R161/1
Extra over 75mm diameter pipe for
BC0103.18 bends nr *** *** ***
Extra over 110mm diameter pipe for
BC0103.19 bends nr *** *** ***
BC0103.20 reducing bends nr *** *** ***
BC0103.21 reducing tees nr *** *** ***
Extra over 125mm diameter pipe for
BC0103.22 bends nr *** *** ***
BC0103.23 tees nr *** *** ***
BC0103.24 reducing bends nr *** *** ***
BC0103.25 reducing tees nr *** *** ***
Extra over 150mm diameter pipe for
BC0103.26 bends nr *** *** ***
BC0103.27 tees nr *** *** ***
BC0103.28 reducing bends nr *** *** ***
Extra over 160mm diameter pipe for
BC0103.29 reducing bends nr *** *** ***
BC0103.30 reducing tees nr *** *** ***
Extra over 200mm diameter pipe for
BC0103.31 reducing bends nr *** *** ***
BC0103.32 reducing tees nr *** *** ***
In-line equipment
Rainwater outlets; siphonic type
BC0103.33 75mm diameter nr *** *** ***
BC0103.34 100mm diameter nr *** *** ***
BC0103.35 150mm diameter nr *** *** ***
BC0103.36 200mm diameter nr *** *** ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.1 G4.1 : Syphonic Rainwater Drainage Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
SYPHONIC RAINWATER DRAINAGE SYSTEM
PAINTING
Preparing; priming; one undercoat;
two finish coats of long linseed
oil modified alkyd paint with
glossy finish and fungus resistant
characteristics on HDPE works; to
pipes and tubing
BC0103.37 large pipes m *** *** ***
BC0103.38 125mm diameter pipes m *** *** ***
BC0103.39 150mm diameter pipes m *** *** ***
BC0103.40 160mm diameter pipes m *** *** ***
BC0103.41 200mm diameter pipes m *** *** ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.1 G4.1 : Syphonic Rainwater Drainage Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate columns
entered with "N/A". sum *** *** ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.1 G4.1 : Syphonic Rainwater Drainage Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with CESMM3 Section 7 ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.1/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.1 G4.1 : Syphonic Rainwater Drainage Systems
DESCRIPTION AMOUNT HK$
--------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG4.1.
: Syphonic Rainwater Drainage System
Page No.LSG4.1/1 ***
Page No.LSG4.1/2 ***
Page No.LSG4.1/3 ***
Page No.LSG4.1/4 ***
Page No.LSG4.1/5 ***
--------------------------------------------------------------
Total of Lump Sum Item LSG4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.2 G4.2 : Sanitary Fittings
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
SANITARY FITTINGS SYSTEM
Sanitary fittings
Water closets
BC0201.1 generally (ref:U4Cl) nr *** *** ***
BC0201.2 generally (ref:U4Dl) nr *** *** ***
BC0201.3 generally (ref:U4El) nr *** *** ***
Wash basins
BC0201.4 generally (ref:U2Bl) nr *** *** ***
BC0201.5 generally (ref:U2B2) nr *** *** ***
BC0201.6 generally (ref:U2Cl) nr *** *** ***
BC0201.7 generally (ref:U2El) nr *** *** ***
BC0201.8 generally (ref:U2E2) nr *** *** ***
Sinks
BC0201.9 generally (ref:U3Kl) nr *** *** ***
BC0201.10 generally (ref:U3L) nr *** *** ***
BC0201.11 generally (ref:U3M) nr *** *** ***
BC0201.12 generally (ref:U3X) nr *** *** ***
BC0201.13 generally (ref:U3Nl) nr *** *** ***
Urinal bowls
BC0201.14 generally (ref:U4Ll) nr *** *** ***
Urinal trough
BC0201.15 1880mm wide (ref:U4M1) nr *** *** ***
BC0201.16 2550mm wide (ref:U4M1) nr *** *** ***
Flushing cistern
BC0201.17 generally nr *** *** ***
Shower tray and fittings
BC0201.18 generally (ref:UlQl) nr *** *** ***
BC0201.19 generally (ref:U1R1) nr *** *** ***
BC0201.20 generally (ref:UlSl) nr *** *** ***
Safety shower eye washers
BC0201.21 generally nr *** *** ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 October 2002 LSG4.2/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.2 G4.2 : Sanitary Fittings
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate columns
entered with "N/A". sum *** *** ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.2 G4.2 : Sanitary Fittings
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7 ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.2/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.2 G4.2 : Sanitary Fittings
DESCRIPTION AMOUNT HK$
--------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG4.2
: Sanitary Fittings
Page No.LSG4.2/1 ***
Page No.LSG4.2/2 ***
Page No.LSG4.2/3 ***
--------------------------------------------------------------
Total of Lump Sum Item LSG4.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.3 G4.3 : Soil, Waste and Vent Pipe Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
SOIL, WASTE AND VENT PIPE SYSTEMS
uPVC pipes and fittings: B.S. 4514
& B.S. 5255
Fixing to walls, columns and the
like; solvent joints
BC0303.1 32mm diameter m *** *** ***
BC0303.2 40mm diameter m *** *** ***
BC0303.3 50mm diameter m *** *** ***
BC0303.4 65mm diameter m *** *** ***
BC0303.5 75mm diameter m *** *** ***
BC0303.6 100mm diameter m *** *** ***
BC0303.7 150mm diameter m *** *** ***
BC0303.8 200mm diameter m *** *** ***
Fixing to or suspending from
soffits; solvent joints
BC0303.9 32mm diameter m *** *** ***
BC0303.10 40mm diameter m *** *** ***
BC0303.11 50mm diameter m *** *** ***
BC0303.12 65mm diameter m *** *** ***
BC0303.13 75mm diameter m *** *** ***
BC0303.14 100mm diameter m *** *** ***
BC0303.15 150mm diameter m *** *** ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.3/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.3 G4.3 : Soil, Waste and Vent Pipe Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
SOIL, WASTE AND VENT PIPE SYSTEMS
uPVC pipes and fittings: B.S. 4514
B.S.5255 (Cont'd)
Cast-in walls, columns and the
like; solvent joints
BC0303.16 100mm diameter m *** *** ***
Supporting on floors; solvent
joints
BC0303.17 40mm diameter m *** *** ***
BC0303.18 50mm diameter m *** *** ***
BC0303.19 65mm diameter m *** *** ***
BC0303.20 75mm diameter m *** *** ***
BC0303.21 l00mm diameter m *** *** ***
BC0303.22 150mm diameter m *** *** ***
BC0303.23 200mm diameter m *** *** ***
Extra over 65mm diameter pipe for
BC0303.24 bends nr *** *** ***
BC0303.25 tees nr *** *** ***
BC0303.26 reducing bends nr *** *** ***
BC0303.27 reducing tees nr *** *** ***
Extra over 75mm diameter pipe for
BC0303.28 bends nr *** *** ***
BC0303.29 tees nr *** *** ***
BC0303.30 crosses nr *** *** ***
BC0303.31 reducing bends nr *** *** ***
BC0303.32 reducing tees nr *** *** ***
BC0303.33 end caps nr *** *** ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.3/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.3 G4.3 : Soil, Waste and Vent Pipe Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
SOIL, WASTE AND VENT PIPE SYSTEMS
uPVC pipes and fittings: B.S. 4514
& B.S.5255 (Cont'd)
Extra over 100mm diameter pipe for
BC0303.34 bends nr *** *** ***
BC0303.35 tees nr *** *** ***
BC0303.36 crosses nr *** *** ***
BC0303.37 reducing bends nr *** *** ***
BC0303.38 reducing tees nr *** *** ***
Extra over 150mm diameter pipe for
BC0303.39 bends nr *** *** ***
BC0303.40 reducing bends nr *** *** ***
BC0303.41 reducing tees nr *** *** ***
BC0303.42 reducing crosses nr *** *** ***
Extra over 200mm diameter pipe for
BC0303.43 bends nr *** *** ***
BC0303.44 reducing tees nr *** *** ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.3 G4.3 : Soil, Waste and Vent Pipe Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
SOIL, WASTE, AND VENT PIPE SYSTEMS
Pipework to sanitary fittings
In toilets/changing rooms
BC0303.45 basin points nr *** *** ***
BC0303.46 water closet points nr *** *** ***
BC0303.47 water closet ventilating points nr *** *** ***
BC0303.48 urinal points nr *** *** ***
BC0303.49 urinal trough points nr *** *** ***
BC0303.50 shower tray points nr *** *** ***
In pantry/cleaner's rooms
BC0303.51 sink points nr *** *** ***
In-line equipment
Floor drains; with chrome plated
gratings
BC0303.52 jointed to pipes; 75mm diameter nr *** *** ***
BC0303.53 jointed to pipes; 100mm diameter nr *** *** ***
Vertical gratings
BC0303.54 jointed to pipes; 75mm diameter nr *** *** ***
BC0303.55 jointed to pipes; 100mm diameter nr *** *** ***
Fresh air inlets
BC0303.56 jointed to pipes; 100mm diameter nr *** *** ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.3/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.3 G4.3 : Soil, Waste and Vent Pipe Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
SOIL WASTE AND VENT PIPE SYSTEMS
PAINTING
Preparing; priming; one undercoat;
two finish coats of long linseed
oil modified alkyd paint with
glossy finish and fungus resistant
characteristics on uPVC works; to
pipe and tubing
BC0303.57 small pipes m *** *** ***
BC0303.58 large pipes m *** *** ***
BC0303.59 150mm diameter pipes m *** *** ***
BC0303.60 200mm diameter pipes m *** *** ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.3/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.3 G4.3 : Soil, Waste and Vent Pipe Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Lump Sum
Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall
be "sum", with Quantity and
Rate columns entered with
"N/A". Sum *** *** ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.3/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.3 G4.3 : Soil, Waste and Vent Pipe Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with CESMM3 Section 7 ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.3/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.3 G4.3 : Soil, Waste and Vent Pipe Systems
DESCRIPTION AMOUNT HK$
--------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG4.3
: Soi1,Waste and Vent Pipe Systems
Page No.LSG4.3/1 ***
Page No.LSG4.3/2 ***
Page No.LSG4.3/3 ***
Page No.LSG4.3/4 ***
Page No.LSG4.3/5 ***
Page No.LSG4.3/6 ***
Page No.LSG4.3/7 ***
--------------------------------------------------------------
Total of Lump Sum Item LSG4.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.3/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.4 G4.4 : Cold Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
COLD WATER INSTALLATION
Equipment and ancillaries
Pumps; vertical multi-stage type
BC0401.1 capable of handling 2.2
litre/second; at not exceeding
1450 r.p.m.; ref KWBP-3 & 4 nr *** *** ***
BC0401.2 capable of handling 4.2
litre/second; at not exceeding
1450 r.p.m.; ref KWBP-1 & 2 nr *** *** ***
BC0401.3 capable of handling 7.2
litre/second; at not exceeding
1450 r.p.m.; ref FRWBP-1 & 2 nr *** *** ***
Pneumatic pressure vessels;
pre-charged diaphragm type;
complete with epoxy coated mild
steel casing, valves, pressure
gauges and all necessary
accessories and connections
BC0401.4 400 litre capacity nr *** *** ***
BC0401.5 700 litre capacity nr *** *** ***
BC0401.6 1100 litre capacity nr *** *** ***
BC0401.7 Glassfibre water tanks; including
insulation, painting and all
necessary accessories and
connections
BC0401.8 250 litre capacity nr *** *** ***
BC0401.9 4500 litre capacity nr *** *** ***
BC0401.10 11205 litre capacity nr *** *** ***
BC0401.11 16020 litre capacity nr *** *** ***
Instrumentation
Pressure gauges; 150mm diameter
dial; including cocks and
pipework; complete with wooden
boards
BC0401.12 mounting on or jointing to pipes nr *** *** ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.4/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.4 G4.4 : Cold Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
COLD WATER INSTALLATION
Copper pipes and fittings; B.S.
EN1057; half hard
Fixing to walls, columns and the
like; capillary or compression
joints
BC0403.1 22mm diameter m *** *** ***
BC0403.2 28mm diameter m *** *** ***
BC0403.3 35mm diameter m *** *** ***
BC0403.4 42mm diameter m *** *** ***
BC0403.5 54mm diameter m *** *** ***
BC0403.6 67mm diameter m *** *** ***
BC0403.7 76mm diameter m *** *** ***
Fixing to or suspending from soffits;
capillary or compression joints
BC0403.8 22mm diameter m *** *** ***
BC0403.9 28mm diameter m *** *** ***
BC0403.10 35mm diameter m *** *** ***
BC0403.11 42mm diameter m *** *** ***
BC0403.12 54mm diameter m *** *** ***
BC0403.13 67mm diameter m *** *** ***
BC0403.14 76mm diameter m *** *** ***
Supporting on floors; capillary or
compression joints
BC0403.15 54mm diameter m *** *** ***
BC0403.16 67mm diameter m *** *** ***
BC0403.17 76mm diameter m *** *** ***
BC0403.18 80mm diameter m *** *** ***
BC0403.19 108mm diameter m *** *** ***
BC0403.20 150mm diameter m *** *** ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.4/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.4 G4.4 : Cold Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
COLD WATER INSTALLATION
Copper pipes and fittings; B.S.
EN1057; half hard
Extra over 67mm diameter pipe for
BC0403.21 bends nr *** *** ***
BC0403.22 tees nr *** *** ***
BC0403.23 reducing tees nr *** *** ***
Extra over 76mm diameter pipe for
BC0403.24 bends nr *** *** ***
BC0403.25 tees nr *** *** ***
BC0403.26 reducing tees nr *** *** ***
BC0403.27 reducers nr *** *** ***
Extra over 80mm diameter pipe for
BC0403.28 bends nr *** *** ***
BC0403.29 reducing tees nr *** *** ***
Extra over 108mm diameter pipe for
BC0403.30 bends nr *** *** ***
BC0403.31 tees nr *** *** ***
Extra over 150mm diameter pipe for
BC0403.32 reducing tees nr *** *** ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.4/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.4 G4.4 : Cold Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
COLD WATER INSTALLATION
Ductile iron pipes and fittings;
B.S. EN 545 K12
Fixing to walls, columns and the
like; flange joints
BC0603.33 50mm diameter m *** *** ***
BC0603.34 80mm diameter m *** *** ***
Supporting to floors; solvent joints
BC0603.35 80mm diameter m *** *** ***
BC0603.36 150mm diameter m *** *** ***
BC0603.37 300mm diameter m *** *** ***
Extra over 80mm diameter pipe for
BC0603.38 bends nr *** *** ***
Extra over 150mm diameter pipe for
BC0603.39 reducing tees nr *** *** ***
Extra over 300mm diameter pipe for
BC0603.40 reducers nr *** *** ***
BC0603.41 bends nr *** *** ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.4/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.4 G4.4 : Cold Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
COLD WATER INSTALLATION
Pipework to sanitary fittings
Pipework to sanitary fittings
In toilets/changing rooms
BC0403.42 basin points nr *** *** ***
BC0403.43 shower fitting points nr *** *** ***
In battery rooms
BC0403.44 safety shower eye washer points nr *** *** ***
In pantry/cleaner's room
BC0403.45 sink points nr *** *** ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.4/5 Contract No. LCC-30C
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.4 G4.4 : Cold Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
COLD WATER INSTALLATION
In-line equipment
Gate valves; bronze; B.S.
5154
BC0403.46 22mm diameter nr *** *** ***
BC0403.47 28mm diameter nr *** *** ***
BC0403.48 35mm diameter nr *** *** ***
BC0403.49 42mm diameter nr *** *** ***
BC0403.50 54mm diameter nr *** *** ***
Gate valves; cast iron; B.S. 5163
BC0403.51 67mm diameter nr *** *** ***
BC0403.52 76mm diameter nr *** *** ***
BC0403.53 80mm diameter nr *** *** ***
BC0403.54 108mm diameter nr *** *** ***
BC0403.55 150mm diameter nr *** *** ***
Check valves; bronze; B.S. 5154
BC0403.56 54mm diameter nr *** *** ***
Check valves; cast iron; B.S. 5153
BC0403.57 67mm diameter nr *** *** ***
BC0403.58 76mm diameter nr *** *** ***
BC0403.59 108mm diameter nr *** *** ***
Strainers; cast iron; "Y" type;
with screw plugs
BC0403.60 67mm diameter nr *** *** ***
BC0403.61 150mm diameter nr *** *** ***
Loose jumper type stop valves
BC0403.62 22mm diameter nr *** *** ***
BC0403.63 54mm diameter nr *** *** ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.4/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.4 G4.4 : Cold Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
COLD WATER INSTALLATION
In-line equipment (Cont'd)
Ball float valves; cast iron;
complete with stilling pipe float
BC0403.64 jointed to pipes; 22mm diameter nr *** *** ***
BC0403.65 jointed to pipes; 54mm diameter nr *** *** ***
BC0403.66 jointed to pipes; 76mm diameter nr *** *** ***
Provide check meter position
BC0403.67 jointed to pipes; 80mm diameter nr *** *** ***
BC0403.68 jointed to pipes; 150mm diameter nr *** *** ***
Collect from Water Authority and fix
only water meters; including adaptors
and short lengths of pipes as may be
required
BC0403.69 mounting on or jointing to pipes;
22mm diameter nr *** *** ***
BC0403.70 mounting on or jointing to pipes;
54mm diameter nr *** *** ***
BC0403.71 mounting on or jointing to pipes;
67mm diameter nr *** *** ***
BC0403.72 mounting on or jointing to pipes;
76mm diameter nr *** *** ***
Flexible connectors
BC0403.73 jointing to pipes; 54mm diameter nr *** *** ***
BC0403.74 jointing to pipes; 76mm diameter nr *** *** ***
BC0403.75 jointing to pipes; 108mm diameter nr *** *** ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.4/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.4 G4.4 : Cold Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
COLD WATER INSTALLATION
PAINTING
Preparing; priming; one undercoat;
two finish coats of long linseed
oil modified alkyd paint with
glossy finish and fungus resistant
characteristics on copper works;
to pipes and tubing
BC0403.76 small pipes m *** *** ***
BC0403.77 large pipes m *** *** ***
Preparing; priming; one undercoat;
two finish coats of long linseed
oil modified alkyd paint with
glossy finish and fungus resistant
characteristics on ductile iron
works; to pipes and tubing
BC0403.78 small pipes m *** *** ***
BC0403.79 150mm diameter pipes m *** *** ***
BC0403.80 150mm diameter pipes m *** *** ***
BC0403.81 300mm diameter pipes m *** *** ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.4/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.4 G4.4 : Cold Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Lump Sum
Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall
be "sum", with Quantity and
Rate columns entered with
"N/A". sum *** *** ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.4/9 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.4 G4.4 : Cold Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7 ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.4/10 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.4 G4.4 : Cold Water Installation
DESCRIPTION AMOUNT HK$
--------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG4.4
: Cold Water Installation
Page No.LSG4.4/1 ***
Page No.LSG4.4/2 ***
Page No.LSG4.4/3 ***
Page No.LSG4.4/4 ***
Page No.LSG4.4/5 ***
Page No.LSG4.4/6 ***
Page No.LSG4.4/7 ***
Page No.LSG4.4/8 ***
Page No.LSG4.4/9 ***
Page No.LSG4.4/10 ***
--------------------------------------------------------------
Total of Lump Sum Item LSG4.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.4/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.5 G4.5 : Hot Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
HOT WATER INSTALLATION
Equipment and anci11aries
Instantaneous type electric hot
water heaters
BC0501.1 6 kW nr *** *** ***
BC0501.2 18 kW nr *** *** ***
Pipework to sanitary fittings
In toilets
BC0503.1 shower fitting points nr *** *** ***
In cleaner's rooms
BC0503.2 sink points nr *** *** ***
In first aid rooms
BC0503.3 basin points nr *** *** ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.5/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.5 G4.5 : Hot Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other-Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate columns
entered with "N/A". ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.5/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.5 G4.5 : Hot Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with CESMM3 Section 7 ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.5/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.5 G4.5 : Hot Water Installation
DESCRIPTION AMOUNT HK$
--------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG4.5
: Hot Water Installation
Page No.LSG4.5/1 ***
Page No.LSG4.5/2 ***
Page No.LSG4.5/3 ***
--------------------------------------------------------------
Total of Lump Sum Item LSG4.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.5/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.6 G4.6 : Flushing Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
FLUSHING WATER INSTALLATION
Equipment and ancillaries
Pumps; vertical multi-stage type
BC0601.1 capable of handling 4.6
litre/second; at not exceeding
1450 r.p.m.; FWBP-1 & 2 nr *** *** ***
Pneumatic pressure vessels;
pre-charged diaphragm type; complete
with epoxy coated mild steel casing,
valves, pressure gauges and all
necessary accessories and connections
BC0601.2 750 litre capacity nr *** *** ***
Glassfibre water tanks; including
insulation, painting and all
necessary accessories and connections
BC0601.3 10755 litre capacity nr *** *** ***
Instrumentation
Pressure gauges; 150mm diameter dial;
including cocks and pipework;
complete with wooden boards
BC0601.4 mounting on or jointing to pipes nr *** *** ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.6/ 1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.6 G4.6 : Flushing Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------
FLUSHING WATER INSTALLATION
uPVC pipes and fittings; B.S. 3505
Fixing to walls, columns and the
like; solvent joints
BC0603.1 20mm diameter m *** *** ***
BC0603.2 25mm diameter m *** *** ***
BC0603.3 32mm diameter m *** *** ***
BC0603.4 40mm diameter m *** *** ***
BC0603.5 50mm diameter m *** *** ***
Fixing to or suspending from soffits;
solvent joints
BC0603.6 20mm diameter m *** *** ***
BC0603.7 25mm diameter m *** *** ***
BC0603.8 32mm diameter m *** *** ***
BC0603.9 40mm diameter m *** *** ***
BC0603.10 50mm diameter m *** *** ***
BC0603.11 65mm diameter m *** *** ***
Supporting on floors; solvent joints
BC0603.12 20mm diameter m *** *** ***
Extra over 65mm diameter pipe for
BC0603.13 bends nr *** *** ***
BC0603.14 tees nr *** *** ***
BC0603.15 reducing tees nr *** *** ***
------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.6/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.6 G4.6 : Flushing Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------------
FLUSHING WATER INSTALLATION
Ductile iron pipes and fittings; B.S. EN 545 K12
Fixing to walls, columns and the like; flange joints
BC0603.16 80mm diameter m *** *** ***
BC0603.17 100mm diameter m *** *** ***
Supporting to floors; flange joints
BC0603.18 80mm diameter m *** *** ***
BC0603.19 100mm diameter m *** *** ***
Extra over 80mm diameter pipe for
BC0603.20 bends nr *** *** ***
BC0603.21 tees nr *** *** ***
BC0603.22 reducers nr *** *** ***
Extra over 100mm diameter pipe for
BC0603.23 bends nr *** *** ***
BC0603.24 reducers nr *** *** ***
Pipework to sanitary fittings
In toilets/changing rooms
BC0603.25 flushing cistern points for water closets nr *** *** ***
BC0603.26 flushing cistern points for urinals and
including interconnection pipework to
urinals (In 1 nr) nr *** *** ***
BC0603.27 flushing cistern points for urinals and
including interconnection pipework to
urinals (In 2 nr) nr *** *** ***
BC0603.28 flushing cistern points for urinals and
including interconnection pipework to
urinals (In 3 nr) nr *** *** ***
BC0603.29 flushing cistern points for urinal trough
and including interconnection pipework to
urinal troughs (In 1 nr) nr *** *** ***
--------------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.6/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.6 G4.6 : Flushing Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------------
FLUSHING WATER INSTALLATION
In-line equipment
Gate valves; bronze; B.S. 5154
BC0603.30 20mm diameter nr *** *** ***
BC0603.31 25mm diameter nr *** *** ***
BC0603.32 32mm diameter nr *** *** ***
BC0603.33 40mm diameter nr *** *** ***
BC0603.34 50mm diameter nr *** *** ***
Gate valves; cast iron; B.S. 5150
BC0603.35 80mm diameter nr *** *** ***
BC0603.36 100mm diameter nr *** *** ***
Check valves; cast iron; B.S. 5153
BC0603.37 80mm diameter nr *** *** ***
Strainers; cast iron; "Y" type; with screw plugs
BC0603.38 100mm diameter nr *** *** ***
Ball float valves; cast iron; complete
with stilling pipe float
BC0603.39 jointed to pipes; 80mm diameter nr *** *** ***
--------------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.6/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.6 G4.6 : Flushing Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------------
FLUSHING WATER INSTALLATION
In-line equipment (Cont'd)
Provide check meter position; including
adaptors and short lengths of pipes as may
be required
BC0603.40 mounting on or jointing to pipes; 80mm diameter nr *** *** ***
Flexible connectors
BC0603.41 jointed to pipes; 80mm diameter nr *** *** ***
Fix only water meters; including
adaptors and short lengths of pipes as
may be required
BC0403.42 mounting on or jointing to pipes; 80mm
diameter nr *** *** ***
PAINTING
Preparing; priming; one undercoat; two
finish coats of long linseed oil modified
alkyd paint with glossy finish and fungus
resistant characteristics on uPVC works;
to pipes and tubing
BC0403.43 small pipes m *** *** ***
BC0403.44 large pipes m *** *** ***
Preparing; priming; one undercoat; two
finish coats of long linseed oil modified
alkyd paint with glossy finish and fungus
resistant characteristics on ductile iron
works; to pipes and tubing
BC0403.45 large pipes m *** *** ***
BC0403.46 150mm diameter pipes m *** *** ***
--------------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.6/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.6 G4.6 : Flushing Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or obligation or
thing which is necessary for the execution
of the Works, as required by the Contract,
which has been omitted from or has not
been separately itemised in this Lump Sum
Breakdown and for which a separate charge
is required.
The unit of measurement for any
Contractor's Other Charge shall be "sum",
with Quantity and Rate columns entered
with "N/A". sum *** *** ***
--------------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.6/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.6 G4.6 : Flushing Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7 ***
--------------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.6/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.6 G4.6 : Flushing Water Installation
DESCRIPTION AMOUNT HK$
-----------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG4.6
: Flushing Water Installation
Page No. LSG4.6/1 ***
Page No. LSG4.6/2 ***
Page No. LSG4.6/3 ***
Page No. LSG4.6/4 ***
Page No. LSG4.6/5 ***
Page No. LSG4.6/6 ***
Page No. LSG4.6/7 ***
-----------------------------------------------------------------------------
Total of Lump Sum Item LSG4.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.6/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.7 G4.7 : Cleansing Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------------
CLEANSING WATER INSTALLATION
Equipment and ancillaries
Pumps; vertical multi-stage type
BC0701.1 capable of handling 5.6 litre/second; at
not exceeding 1450 r.p.m; ref CLWBP-1 & 2 nr *** *** ***
Pneumatic pressure vessels; pre-charged
diaphragm type; complete with epoxy coated
mild steel casing, valves, pressure gauges
and all necessary accessories and connections
BC0701.2 850 litre capacity nr *** *** ***
Glassfibre water tanks; including
insulation, painting and all necessary
accessories and connections
BC0701.3 6660 litre capacity nr *** *** ***
Instrumentation
Pressure gauges; 150mm diameter dial;
including cocks and pipework; complete
with wooden boards
BC0701.4 mounting on or jointing to pipes nr *** *** ***
Copper pipes and fittings; B.S. EN1057; half hard
Fixing to walls, columns and the like;
capillary or compression joints
BC0703.1 22mm diameter m *** *** ***
BC0703.2 28mm diameter m *** *** ***
BC0703.3 35mm diameter m *** *** ***
BC0703.4 42mm diameter m *** *** ***
BC0703.5 54mm diameter m *** *** ***
BC0703.6 67mm diameter m *** *** ***
--------------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.7/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.7 G4.7 : Cleansing Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------------
CLEANSING WATER INSTALLATION
Copper pipes and fittings; B.S. EN1057;
half hard (Cont'd)
Fixing to or suspending from soffits; capillary
or compression joints
BC0703.7 22mm diameter m *** *** ***
BC0703.8 28mm diameter m *** *** ***
BC0703.9 35mm diameter m *** *** ***
BC0703.10 42mm diameter m *** *** ***
BC0703.11 54mm diameter m *** *** ***
BC0703.12 67mm diameter m *** *** ***
Supporting on floor; capillary or compression joints
BC0703.13 22mm diameter m *** *** ***
BC0703.14 28mm diameter m *** *** ***
BC0703.15 67mm diameter m *** *** ***
BC0703.16 76mm diameter m *** *** ***
Extra over 67mm diameter pipe for
BC0703.17 bends nr *** *** ***
BC0703.18 tees nr *** *** ***
BC0703.19 reducing tees nr *** *** ***
Extra over 76mm diameter pipe for
BC0703.20 bends nr *** *** ***
BC0703.21 tees nr *** *** ***
Ductile iron pipes and fittings; B.S. EN 545 K12
Fixing to walls, columns and the like; flange joints
BC0603.22 80mm diameter m *** *** ***
Supporting to floors; solvent joints
BC0603.23 80mm diameter m *** *** ***
Extra over 80mm diameter pipe for
BC0603.24 bends nr *** *** ***
--------------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.7/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.7 G4.7 : Cleansing Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------------
CLEANSING WATER INSTALLATION
In-line equipment
Gate valves; bronze; B.S. 5154
BC0703.25 22mm diameter nr *** *** ***
BC0703.26 28mm diameter nr *** *** ***
BC0703.27 35mm diameter nr *** *** ***
BC0703.28 42mm diameter nr *** *** ***
BC0703.29 54mm diameter nr *** *** ***
Gate valves; cast iron; B.S. 5163
BC0703.30 67mm diameter nr *** *** ***
BC0703.31 76mm diameter nr *** *** ***
BC0703.32 80mm diameter nr *** *** ***
BC0703.33 108mm diameter nr *** *** ***
Loose jumper type stop cock; bronze; B.S. 5154
BC0703.34 22mm diameter nr *** *** ***
BC0703.35 28mm diameter nr *** *** ***
Check valves; bronze; B.S. 5154
BC0703.36 54mm diameter nr *** *** ***
Check valves; cast iron; B.S. 5153
BC0703.37 67mm diameter nr *** *** ***
BC0703.38 76mm diameter nr *** *** ***
Strainers; cast iron; "Y" type; with screw plugs
BC0703.39 108mm diameter nr *** *** ***
Bib taps; complete with locks and key casing
BC0703.40 15mm diameter nr *** *** ***
Bib taps; complete with locks
BC0703.41 20mm diameter nr *** *** ***
--------------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.7/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.7 G4.7 : Cleansing Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------------
CLEANSING WATER INSTALLATION
In-line equipment
Ball float valves; cast iron; complete
with stilling pipe float
BC0703.42 jointed to pipes; 80mm diameter nr *** *** ***
Provide check meter position; including
adaptors and short lengths of pipes as may
be required
BC0603.43 mounting on or jointing to pipes; 15mm diameter nr *** *** ***
Flexible connectors
BC0703.44 jointed to pipes; 76mm diameter nr *** *** ***
Fix only water meters; including adaptors
and short lengths of pipes as may be required
BC0703.45 mounting on or jointing to pipes; 22mm diameter nr *** *** ***
BC0703.46 mounting on or jointing to pipes; 28mm diameter nr *** *** ***
BC0703.47 mounting on or jointing to pipes; 54mm diameter nr *** *** ***
BC0703.48 mounting on or jointing to pipes; 67mm diameter nr *** *** ***
--------------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.7/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.7 G4.7 : Cleansing Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------------
CLEANSING WATER INSTALLATION
PAINTING
Preparing; priming; one undercoat; two
finish coats of long linseed oil modified
alkyd paint with glossy finish and fungus
resistant characteristics on copper works;
to pipes and tubing
BC0703.49 small pipes m *** *** ***
Preparing; priming; one undercoat; two
finish coats of long linseed oil modified
alkyd paint with glossy finish and fungus
resistant characteristics on ductile iron
works; to pipes and tubing
BC0403.50 large pipes m *** *** ***
--------------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.7/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.7 G4.7 : Cleansing Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the execution
of the Works, as required by the Contract,
which has been omitted from or has not
been separately itemised in this Lump Sum
Breakdown and for which a separate charge
is required.
The unit of measurement for any
Contractor's Other Charge shall be "sum",
with Quantity and Rate columns entered
with "N/A". sum *** *** ***
--------------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.7/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.7 G4.7 : Cleansing Water Installation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7 ***
--------------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.7/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.7 G4.7 : Cleansing Water Installation
DESCRIPTION AMOUNT HK$
-----------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG4.7
: Cleansing Water Installation
Page No. LSG4.7/1 ***
Page No. LSG4.7/2 ***
Page No. LSG4.7/3 ***
Page No. LSG4.7/4 ***
Page No. LSG4.7/5 ***
Page No. LSG4.7/6 ***
Page No. LSG4.7/7 ***
-----------------------------------------------------------------------------
Total of Lump Sum Item LSG4.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.7/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.8 G4.8 : Special Services : Town Gas
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------------
MECHANICAL INSTALLATIONS
BB1409 Design, supply and installation of the gas
supply system together with all
necessary builder's works in connection
therewith in accordance with the
requirements of the Hong Kong and China
Gas Company Limited and Appendix M to the
Particular Specification sum ***
Sundries
BB1909 Provision of testing and commissioning
for the gas supply system sum ***
--------------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 28 June 2002 LSG4.8/1 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.8 G4.8 : Special Services : Town Gas
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the execution
of the Works, as required by the Contract,
which has been omitted from or has not
been separately itemised in this Lump Sum
Breakdown and for which a separate charge
is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate columns
entered with "N/A". sum *** *** ***
--------------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.8/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.8 G4.8 : Special Services : Town Gas
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7 ***
--------------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.8/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.8 G4.8 : Special Services : Town Gas
DESCRIPTION AMOUNT HK$
-----------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG4.8
: Special Services : Town Gas
Page No. LSG4.8/1 ***
Page No. LSG4.8/2 ***
Page No. LSG4.8/3 ***
-----------------------------------------------------------------------------
Total of Lump Sum Item LSG4.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.8/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.9 G4.9 : Control Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------------
CONTROL SYSTEMS: ELECTRICAL AND CONTROL
FOR PLUMBING AND DRAINAGE
Equipment and ancillaries
Local motor control panels
BC0801.1 for general fresh water system nr *** *** ***
BC0801.2 for kitchen fresh water system nr *** *** ***
BC0801.3 for restaurant fresh water system nr *** *** ***
BC0801.4 for flushing water system nr *** *** ***
BC0801.5 for cleansing water system nr *** *** ***
Final circuit; power supply cables
From local motor control panels to pumps;
including all necessary cables, conduits,
trunkings, trays, etc
BC0806.1 for flushing water system nr *** *** ***
BC0806.2 for fresh water system nr *** *** ***
BC0806.3 for cleansing water system nr *** *** ***
Final circuit; control cables
From local motor control panels to
pressure switches; including pressure
switches and all necessary cables and
conduits
BC0806.4 generally nr *** *** ***
From local motor control panels to water
level switch assembly; including water
level switch assembly and all necessary
cables and conduits
BC0806.5 generally nr *** *** ***
From local motor control panels to
emergency stop push buttons; including
emergency stop push buttons and all
necessary cables and conduits
BC0806.6 generally nr *** *** ***
--------------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.9 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.9/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.9 G4.9 : Control Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the execution
of the Works, as required by the Contract,
which has been omitted from or has not
been separately itemised in this Lump Sum
Breakdown and for which a separate charge
is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate columns
entered with "N/A". ***
--------------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.9 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.9/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.9 G4.9 : Control Systems
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7 ***
--------------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.9 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.9/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.9 G4.9 : Control Systems
DESCRIPTION AMOUNT HK$
-----------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG4.9
: Control Systems
Page No. LSG4.9/1 ***
Page No. LSG4.9/2 ***
Page No. LSG4.9/3 ***
-----------------------------------------------------------------------------
Total of Lump Sum Item LSG4.9 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.9/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.10 G4.10 : Sundries
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------------
SUNDRIES
Allow for the following and executing to
the satisfaction of the Engineer
Provision of testing, including integrated
testing, setting to work and commissioning
the complete Plumbing and Drainage
Installation
BB1007.1 generally sum *** *** ***
Providing of plates, discs, labels, tags,
coloured stencil and painted bands for
plant, equipment, cables, switches and the
like as specified in
BC1007.2 generally sum *** *** ***
Providing of fire stopping including
internal fire barriers to trunking, busbar
trunking, inside pipe sleeves etc. and the
like
BC1007.3 generally sum *** *** ***
--------------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.10 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.10/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.10 G4.10 : Sundries
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the execution
of the Works, as required by the Contract,
which has been omitted from or has not
been separately itemised in this Lump Sum
Breakdown and for which a separate charge
is required.
The unit of measurement for any
Contractor's Other Charge shall be "sum",
with Quantity and Rate columns entered
with "N/A". ***
--------------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.10 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.10/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.10 G4.10 : Sundries
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7 ***
--------------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG4.10 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.10/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G4 : Plumbing and Drainage
Lump Sum Item LSG4.10 G4.10 : Sundries
DESCRIPTION AMOUNT HK$
-----------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG4.10
: Sundries
Page No. LSG4.10/1 ***
Page No. LSG4.10/2 ***
Page No. LSG4.10/3 ***
-----------------------------------------------------------------------------
Total of Lump Sum Item LSG4.10 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG4.10/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G5 : Building Maintenance Unit System
Lump Sum Item LSG5.1 G5.1 : Building Maintenance Unit System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------------
BUILDING MAINTENANCE UNIT
Design, test, develop, source, supply fabricate,
set out, install, adjust, inspect,
supervise, co-ordinate the complete
construction of building maintenance unit,
comprising but not limited to all
necessary metal trackwork, trolleys,
ladders, support rai1s; including
commissioning, issuing and obtaining the
Relevant Authorities approvals; fitting
out, protection, removal of protection,
completion and maintenance for the building;
as Appendix AA to Particu1ar specification,
section N32 and Drawing nr LCC300/31/A60/601-607,
/618-625
BD1401.1 external monorail system no. 1; including 1 cradle sum *** *** ***
BD1401.2 external monorail system no. 2; including 1 cradle sum *** *** ***
BD1401.3 external monorail system no. 4; including 1 cradle sum *** *** ***
BD1401.4 external monorail system no. 5 (cradle to
be shared with monorail system no. 6) sum *** *** ***
BD1401.5 external monorail system no. 6 (cradle to
be shared with monorail system no. 5) sum *** *** ***
BD1401.6 internal monorail system at level 3 void; including
1 cradle sum *** *** ***
BD1401.7 fall arrest system at L3 roof, fixed to concrete
soffit sum *** *** ***
BD1401.8 scissor lift platform nr *** *** ***
--------------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG5.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G5 : Building Maintenance Unit System
Lump Sum Item LSG5.1 G5.1 : Building Maintenance Unit System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall entered hereunder any
specific item of work or obligation or
thing which is necessary for the execution
of the Works, as required by the Contract,
which has been omitted from or has not
been separately itemised in this Lump Sum
Breakdown and for which a separate charge
is required.
The unit of measurement for any
Contractor's Other Charges shall be "sum",
with Quantity and Rate columns entered
with "N/A". ***
--------------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG5.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G5 : Building Maintenance Unit System
Lump Sum Item LSG5.1 G5.1 : Building Maintenance Unit System
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7 ***
--------------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSG5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG5.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre G : Terminus Building : E&M Works
Lump Sum Breakdown G5 : Building Maintenance Unit System
Lump Sum Item LSG5.1 G5.1 : Building Maintenance Unit System
ITEM DESCRIPTION AMOUNT HK$
-----------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSG5.1
: Building Maintenance Unit System
Page No. LSG5.1/1 ***
Page No. LSG5.1/2 ***
Page No. LSG5.1/3 ***
-----------------------------------------------------------------------------
Total of Lump Sum Item LSG5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSG5.1/COL/1 Contract No. LCC-300
FORM OF TENDER
Note: Confidential treatment has been requested for portions of this exhibit.
The copy filed herewith omits the information subject to the confidentiality
request. Omissions are designated as "***." A complete version of this exhibit
has been filed separately with the Securities and Exchange Commission.
[LOGO]
KCR
[CHINESE CHARACTERS]
KOWLOON CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
CONTRACT LCC-300
LOK MA ▇▇▇▇ TERMINUS AND ASSOCIATED WORKS
FORM OF TENDER
(PART 5 OF 8)
[STAMP]
28 October 2002 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I1 : Sewage Treatment Plant
Lump Sum Item LSI1.1 I1.1 : Sewage Treatment Plant - Structure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F220 Class: 20/20; concrete category C m3 *** *** ***
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of mass concrete
Blinding; concrete category C
F511 thickness not exceeding 150 mm m3 *** *** ***
Placing of reinforced concrete
Bases, footings, pile caps and
ground slabs; concrete category B
F624 thickness exceeding 500 mm m3 *** *** ***
Suspended slabs; concrete category B
F631 thickness not exceeding 150 mm m3 *** *** ***
Walls; concrete category B
F642 thickness 150-300 mm m3 *** *** ***
F643 thickness 300-500 mm m3 *** *** ***
Columns; concrete category B
F654 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇.▇▇-▇ ▇▇ ▇▇ *** *** ***
F655 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇▇▇▇
▇ ▇▇ ▇▇ *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F1
Vertical
G344 width 0.4-1.22 m m2 *** *** ***
G345.1 width exceeding 1.22 m m2 *** *** ***
Formwork finish; type F4
Horizontal
G312 width 0.1-0.2 m m *** *** ***
G313 width 0.2-0.4 m m2 *** *** ***
G314 width 0.4-1.22 m m2 *** *** ***
G315 width exceeding 1.22 m m2 *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI1.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I1 : Sewage Treatment Plant
Lump Sum Item LSI1.1 I1.1 : Sewage Treatment Plant - Structure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish; type F4(Cont'd)
Vertical
G342.1 width 0.1-0.2 m m *** *** ***
G342.2 width 0.1-0.2 m; to upper
surfaces m *** *** ***
G343 width 0.2-0.4 m m2 *** *** ***
G344 width 0.4-1.22 m m2 *** *** ***
G345.2 width exceeding 1.22 m m2 *** *** ***
Curved cylindrical to one radius
in one plane; radius 1.4 m
G352 width 0.1-0.2 m m *** *** ***
G353 width 0.2-0.4 m m2 *** *** ***
G373 For voids
small void depth 1-2 m nr *** *** ***
Concrete components of constant
cross-section
G381.1 beams; 400 x 700 mm deep;
integral with 150 mm thick slab m *** *** ***
G381.2 edge beams; 600 x 700 mm deep;
integral with 150 mm thick slab m *** *** ***
G381.3 beams; 1500 x 800 mm deep;
integral with 150 mm thick slab m *** *** ***
G382.1 columns; 600 x 1000 mm m *** *** ***
G382.2 columns; 1000 x 2500 mm (overall) m *** *** ***
Reinforcement:
Deformed high yield steel bars to
BS 4449
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
G526 nominal size 32 mm t *** *** ***
G527 nominal size 40 mm t *** *** ***
G528 nominal size 50 mm or greater t *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI1.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I1 : Sewage Treatment Plant
Lump Sum Item LSI1.1 I1.1 : Sewage Treatment Plant - Structure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Movement joints
Formed surface plain
G631 average width not exceeding 0.5 m m2 *** *** ***
Formed surface with and including
20 mm thick polystyrene board
joint filler with two hour fire
rating protection
G641.1 average width not exceeding 0.5 m m2 *** *** ***
Formed surface with and including
50 mm thick polystyrene board
joint filler with two hour fire
rating protection
G641.2 average width not exceeding 0.5 m m2 *** *** ***
Proprietary rubber waterstops
G651 average width not exceeding 150 mm m *** *** ***
Proprietary heavy duty rubber
waterstops
G653 average width 200 - 300 mm m *** *** ***
G670.1 Sealed rebates or grooves; 20 mm
wide approved sealant on backing
rod with two hour fire rating
protection m *** *** ***
G670.2 Sealed rebates or grooves; 50 mm
wide approved sealant on backing
rod with two hour fire rating
protection m *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI1.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I1 : Sewage Treatment Plant
Lump Sum Item LSI1.1 I1.1 : Sewage Treatment Plant - Structure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Concrete accessories
Finishing of top surfaces
G813.1 class U2 finishes m2 *** *** ***
G813.2 class U5 finishes m2 *** *** ***
Sealing openings with 2 hour
fire-rated material around sleeves
Openings in reinforced concrete
walls, slabs or beams
G999.1 area 3.0-5.0 m2; 500 mm thick nr *** *** ***
G999.2 area 5.0-7.0 m2; 500 mm thick nr *** *** ***
WATERPROOFING
Damp proofing
Waterproof sheeting; 0.3 mm thick
polyethylene damp proof sheet
membrane
W131 upper surfaces inclined at an
angle not exceeding 30 degrees
to the horizontal m2 *** *** ***
W133 surfaces inclined at an angle
exceeding 60 degrees to the
horizontal m2 *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI1.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I1 : Sewage Treatment Plant
Lump Sum Item LSI1.1 I1.1 : Sewage Treatment Plant - Structure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI1.1/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I1 : Sewage Treatment Plant
Lump Sum Item LSI1.1 I1.1 : Sewage Treatment Plant - Structure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI1.1/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I1 : Sewage Treatment Plant
Lump Sum Item LSI1.1 I1.1 : Sewage Treatment Plant - Structure
ITEM DESCRIPTION AMOUNT HK$
-------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI1.1
: Sewage Treatment Plant - Structure
Page No. LSIl.1/1 ***
Page No. LSIl.1/2 ***
Page No. LSIl.1/3 ***
Page No. LSIl.1/4 ***
Page No. LSIl.1/5 ***
Page No. LSIl.1/6 ***
-------------------------------------------------------------------------
Total of Lump Sum Item LSI1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI1.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I1 : Sewage Treatment Plant
Lump Sum Item LSI1.2 I1.2 : Sewage Treatment Plant
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
(Note: This Activity ▇▇▇▇ covers the
entire Sewage Treatment Plant except
its structural enclosure and
supporting foundation, which are
included in Activity ▇▇▇▇ No. I1.1
of this Cost Centre and Cost Centre
C(R) respectively. The associated
earthworks for the Sewage Treatment
Plant are included in Activity ▇▇▇▇
No. H(R)1 of Cost Centre H(R).)
MECHANICAL INSTALLATION
BB1501 Design, supply and installation of
Sewage Treatment Plant including all
necessary associated structural and
architectural works, and building
services except its structural
enclosure and supporting foundations
as specified in the Contract, in
particular Drawings No.
LCC300/31/C07/001 to
LCC300/31/C07/007 (both inclusive),
and Appendix PP-Annex 1 to the
Particular Specification sum ***
Sundries
BB1909.1 Provision of testing and
commissioning for the Sewage
Treatment Plant sum ***
BB1909.2 Maintenance and operation of the
Sewage Treatment Plant during the
Defects Liability Period sum ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI1.2/1 Contract No. LCC-300
Addendum No.1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I1 : Sewage Treatment Plant
Lump Sum Item LSI1.2 I1.2 : Sewage Treatment Plant
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI1.2/2 Contract No. LCC-300
Addendum No.1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I1 : Sewage Treatment Plant
Lump Sum Item LSI1.2 I1.2 : Sewage Treatment Plant
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI1.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI1.2/3 Contract No. LCC-300
Addendum No.1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I1 : Sewage Treatment Plant
Lump Sum Item LSI1.2 I1.2 : Sewage Treatment Plant
ITEM DESCRIPTION AMOUNT HK$
---------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI1.2
: Sewage Treatment Plant
Page No. LSI1.2/1 ***
Page No. LSI1.2/2 ***
Page No. LSI1.2/3 ***
--------------------------------------------------------------------
Total of Lump Sum Item LSI1.2 ***
---------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI1.2/COL/1 Contract No. LCC-300
Addendum No.1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I2 : Roadworks
Lump Sum Item LSI2.1 I2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F210 Class: 10/20; concrete category C m3 *** *** ***
F220 Class: 20/20; concrete category B m3 *** *** ***
F230 Class: 30/20; concrete category C m3 *** *** ***
Placing of mass concrete
Blinding; concrete category C
F511 thickness not exceeding 150 mm m3 *** *** ***
Bases, footings, pile caps and
ground slabs; concrete category B
F522 thickness 150-300 mm m3 *** *** ***
p1acing of reinforced concrete
Ground slab; concrete category C
F621 Thickness not exceeding 150 mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F2
Vertical
G343 width 0.2-0.4 m m2 *** *** ***
Reinforcement
Steel fabric to BS4483;
Ref. No. A252
G563 Nominal mass; 3-4kg/m2 m2 *** *** ***
Joints
Formed surface with 25mm thick
closed cell foam filler with
polysulphide mastic
G641 Average width; not exceeding 0.5m m2 *** *** ***
Concrete accessories
Inserts
G832 Grasscrete Type GC2; 600 x 600 x 150
mm totally within the concrete
volume nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI2.1/1 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I2 : Roadworks
Lump Sum Item LSI2.1 I2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK
Mild steel solid to BS 4360; grade
43; hot dip galvanized after
fabrication to BS 729
Railings; Type 2; comprising 40 x 15
mm flat top and bottom rails, 16 mm
diameter rod or 15 x 15 mm bar
balusters at 115 mm centres, and 40
x 40 mm bar standards at 1500 mm
centres; including bolts and all
necessary accessories
N140.1 exposed height 1000mm m *** *** ***
Stainless steel tubular to BS
6323; Part 1 and BS 6323; Part 8
Handrails to public ramps;
comprising 50 mm diameter x 3 mm
thick top and intermediate rails,
handrail brackets and cover plates
fixed to concrete at 1200 mm centres
N140.2 overall height 350 mm m *** *** ***
Railings to public ramps; comprising
50 mm diameter x 3 mm thick top and
intermediate rails, standards and
cover plates fixed to concrete at
1200 mm centres
N140.3 exposed height 850 mm m *** *** ***
ROADS AND PAVINGS
Sub-bases, flexible road bases and
surfacing
Granular material as General
Specification clause 6.07
R116 depth 225 mm m2 *** *** ***
R170 woven geotextile m2 *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI2.1/2 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I2 : Roadworks
Lump Sum Item LSI2.1 I2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ROADS AND PAVINGS
Concrete pavements
Carriageway slabs; concrete grade
30/20
R425 depth 190 mm m2 *** *** ***
Steel fabric reinforcement to BS
4483
R445 nominal mass 5-6 kg/m2; fabric
reference C636 m2 *** *** ***
Deformed mild steel bar
reinforcement to BS 4449
R476 nominal size 20 mm t *** *** ***
R480 Waterproof membranes below
concrete pavements; impermeable
polythene sheeting 0.125 mm
nominal thickness m2 *** *** ***
Joints in concrete pavements
Isolation joints
R595 depth of joint 150-200 mm; 10 mm
thick approved compressible joint
filler; top pointed with 20 x 20 mm
deep approved joint sealant on bond
breaker tape m *** *** ***
▇▇▇▇▇, channels and edgings
Precast concrete ▇▇▇▇▇ of Highways
Department types K1, K2 and K3;
overall cross-section 125 mm wide x
250 mm high
R611 straight or curved to radius
exceeding 12 m; including
cement and sand (1:3)
launching, and concrete bed and
backing grade 20/20 m *** *** ***
R612 curved to radius not
exceeding 12 m; including
cement and sand (1:3)
haunching, and concrete bed and
backing grade 20/20 m *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI2.1/3 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I2 : Roadworks
Lump Sum Item LSI2.1 I2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ROADS AND PAVINGS
Ancillaries
Traffic signs conforming to the
diagrams or references stated in the
item descriptions, which are taken
from the Transport Planning and
Design Manual, Volume 3 Chapter 2
(Regulatory Warning and Informatory
Signs); sign plates using class 1
reflective material to BS 873 Part 6
R811.1 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. TS102 nr *** *** ***
R811.2 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. TS107 nr *** *** ***
R811.3 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. TS108 nr *** *** ***
R811.4 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. TS115 nr *** *** ***
R811.5 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. TS172 nr *** *** ***
R811.6 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. TS174 nr *** *** ***
R811.7 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. TS182 nr *** *** ***
R811.8 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. TS221 nr *** *** ***
R811.9 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. TS222 nr *** *** ***
R811.10 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. TS223 nr *** *** ***
R811.11 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. TS224 nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI2.1/4 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I2 : Roadworks
Lump Sum Item LSI2.1 I2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ROADS AND PAVINGS
Ancillaries (Cont'd)
Traffic signs conforming to the
diagrams or references stated in the
item descriptions, which are taken
from the Transport Planning and
Design Manual, Volume 3 Chapter 2
(Regulatory Warning and Informatory
Signs), sign plates using class 1
reflective material to BS 873 Part
6(Cont'd)
R811.12 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. TS407 nr *** *** ***
R811.13 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. TS408 nr *** *** ***
R811.14 non-illuminated, road traffic
(traffic control) regulations
1989 edition figure nr. TS414 nr *** *** ***
R811.15 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. TS425 nr *** *** ***
R811.16 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. TS460 nr *** *** ***
R811.10 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. TS518 nr *** *** ***
R811.11 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. R4A nr *** *** ***
R811.12 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. R4B nr *** *** ***
R811.13 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. R4C nr *** *** ***
R811.14 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. R4D nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI2.1/5 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I2 : Roadworks
Lump Sum Item LSI2.1 I2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ROADS AND PAVINGS
Ancillaries (Cont'd)
Traffic signs conforming to the
diagrams or references stated in the
item descriptions, which are taken
from the Transport Planning and
Design Manual, Volume 3 Chapter 2
(Regulatory Warning and Informatory
Signs); sign plates using class 1
reflective material to BS 873 Part
6(Cont'd)
R811.15 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. R4E nr *** *** ***
R811.16 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. R4F nr *** *** ***
R811.17 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. R4G nr *** *** ***
R811.18 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. R4H nr *** *** ***
R811.19 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. R4I nr *** *** ***
R811.20 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. R4L nr *** *** ***
R811.21 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. R4M nr *** *** ***
R811.22 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. R4N nr *** *** ***
R811.23 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. R40 nr *** *** ***
R811.24 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. R4P nr *** *** ***
R811.25 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. R4Q nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI2.1/6 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I2 : Roadworks
Lump Sum Item LSI2.1 I2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ROADS AND PAVINGS
Ancillaries (Cont'd)
Traffic signs conforming to the
diagrams or references stated in the
item descriptions, which are taken
from the Transport Planning and
Design Manual, Volume 3 Chapter 2
(Regulatory Warning and Informatory
Signs); sign plates using class 1
reflective material to BS 873 Part
6(Cont'd)
R811.26 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. R4R nr *** *** ***
R811.27 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. R4S nr *** *** ***
R811.28 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. R4T nr *** *** ***
Surface markings conforming to the
diagrams or references stated in the
item descriptions, which are taken
from the Transport Planning and
Design Manual, Volume 3 Chapter 5 -
Road Markings (April 1987); using
reflectorised thermoplastic
materials in accordance with BS 3262
R823.1 letters and shapes; road traffic
(traffic control) regulations 1989
edition figure nr. RM1017 nr *** *** ***
R823.2 letters and shapes; road traffic
(traffic control) regulations 1989
edition figure nr. RM1019 nr *** *** ***
R823.3 letters and shapes; road traffic
(traffic control) regulations 1989
edition figure nr. RM1021 nr *** *** ***
R823.4 BUS STOP in English letters and
Chinese characters; road
traffic (traffic control)
regulations 1989 edition figure
nr. RM1047 nr *** *** ***
R823.5 letters and shapes; road
traffic (traffic control)
regulations 1989 edition figure
nr. RM1115 nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI2.1/7 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I2 : Roadworks
Lump Sum Item LSI2.1 I2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ROADS AND PAVINGS
Ancillaries (Cont'd)
Surface markings conforming to the
diagrams or references stated in the
item descriptions, which are taken
from the Transport Planning and
Design Manual, Volume 3 Chapter 5 -
Road Markings (April 1987); using
reflectorised thermoplastic
materials in accordance with BS
3262(Cont'd)
R824.1 continuous lines; road traffic
(traffic control) regulations
1989 edition figure nr. RM1012 m *** *** ***
R824.2 continuous lines; road traffic
(traffic control) regulations
1989 edition figure nr. RM1127 m *** *** ***
R824.3 continuous parking lines m *** *** ***
R825.1 intermittent lines; road
traffic (traffic control)
regulations 1989 edition figure
nr. RM1013 m *** *** ***
R825.2 intermittent lines; road
traffic (traffic control)
regulations 1989 edition figure
nr. RM1048 m *** *** ***
R825.3 intermittent lines; road
traffic (traffic control)
regulations 1989 edition figure
nr. RM1101 m *** *** ***
R825.4 intermittent lines; road
traffic (traffic control)
regulations 1989 edition figure
nr. RM1104 m *** *** ***
R825.5 intermittent lines; road
traffic (traffic control)
regulations 1989 edition figure
nr. RM1106 m *** *** ***
R825.6 intermittent lines; road
traffic (traffic control)
regulations 1989 edition figure
nr. RM1107 m *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI2.1/8 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I2 : Roadworks
Lump Sum Item LSI2.1 I2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
PAINTING
Polyurethane paint; in one coat of
primer and two finishing coats
V770 Metal sections m2 *** *** ***
Synthetic paint; in two undercoats
and one finishing coat
V980 Pipework m2 *** *** ***
SPECIALIST ARCHITECTURAL METALWORK
Ancillaries
AH890 Galvanized iron tubular guard rails;
50 mm diameter x 4200 mm girth;
twice bent; with fanged ends fixed
into concrete nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI2.1/9 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I2 : Roadworks
Lump Sum Item LSI2.1 I2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI2.1/10 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I2 : Roadworks
Lump Sum Item LSI2.1 I2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
---------------------------------------------------------------------------------------------------------
Total of Lump Sum Item LSI2.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI2.1/11 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I2 : Roadworks
Lump Sum Item LSI2.1 I2.1 : Roadworks
ITEM DESCRIPTION AMOUNT HK$
-------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI2.1
: Roadworks
Page No. LSI2.1/1 ***
Page No. LSI2.1/2 ***
Page No. LSI2.1/3 ***
Page No. LSI2.1/4 ***
Page No. LSI2.1/5 ***
Page No. LSI2.1/6 ***
Page No. LSI2.1/7 ***
Page No. LSI2.1/8 ***
Page No. LSI2.1/9 ***
Page No. LSI2.1/10 ***
Page No. LSI2.1/11 ***
-------------------------------------------------------------------
Total of Lump Sum Item LSI2.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI2.1/COL/1 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I2 : Roadworks
Lump Sum Item LSI2.2 I2.2 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F220 Class: 20/20; concrete category B m3 *** *** ***
Placing of mass concrete
Bases, footings, pile caps and
ground slabs; concrete category B
F522 thickness exceeding 150-300 mm m3 *** *** ***
Columns; concrete category B
F552 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇.▇▇-▇.▇ ▇▇ ▇▇ *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F1
Vertical
G341.1 width not exceeding 0.1 m m *** *** ***
width 0.2-0.4 m m2 *** *** ***
Curved cylindrical to one radius in
one plane; radius 1 m
G353.1 width 0.2-0.4 m m2 *** *** ***
Formwork finish; type F2
Vertical
G341.2 width not exceeding 0.l m m *** *** ***
Curved cylindrical to one radius in
one plane; radius 1 m
G353.2 width 0.2-0.4 m m2 *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI2.2/1 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I2 : Roadworks
Lump Sum Item LSI2.2 I2.2 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
PIPEWORK - FITTINGS AND VALVES
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Drawpits
In situ concrete; for road lighting;
type P1; as Drawing nr. PL2-91
K231.1 depth not exceeding 1.5 m nr *** *** ***
In situ concrete; for road
lighting; as Drawing nr.
DP/G/95-118 to 120
K231.2 depth not exceeding 1.5m nr *** *** ***
In situ concrete; for
tele-communication installation
K231.3 depth not exceeding 1.5m nr *** *** ***
In situ concrete; for CLP Power
Hong Kong Limited; chamber size
1000 x 1000 mm; as Drawing nr.
LCC300/31/C15/202.
K231.4 depth not exceeding 1.5 m;
precast concrete covers nr *** *** ***
In situ concrete; for CLP Power Hong
Kong Limited; 90 degree angle type;
as Drawing nr. LCC300/31/C15/202
K231.5 depth not exceeding 1.5 m;
precast concrete covers nr *** *** ***
In situ concrete; for CLP Power
Hong Kong Limited; tee-off type;
as Drawing nr. LCC300/31/C15/202.
K231.6 depth not exceeding 1.5 m;
precast concrete covers nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.2 : 28 October 2002 LSI2.2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I2 : Roadworks
Lump Sum Item LSI2.2 I2.2 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Ducts; unplasticized polyvinyl
chloride to BS 3506:1969 Class B;
solvent welded joints to BS 4346 Part 1;
with draw wire
Cable ducts 1 way; nominal bore 100
mm
K512.1 in trenches depth not exceeding
1.5 m; for road lighting m *** *** ***
K512.2 in trenches depth not exceeding
1.5 m; for road lighting; in
shared trench laid with second
duct m *** *** ***
Cable ducts 1 way; nominal bore
150 mm
K512.3 in trenches depth not exceeding
1.5 m; for tele-communication
installation; in shared trench
laid with eight ducts m *** *** ***
K512.4 in trenches depth not exceeding
1.5 m; for CLP Power Hong Kong
Limited; in shared trench laid
with six ducts m *** *** ***
K512.5 in trenches depth not exceeding
1.5 m; for CLP Power Hong Kong
Limited; in shared trench laid
with eight ducts m *** *** ***
Ducts; steel pipes; to BS 1387,
medium grade; galvanized to BS
729; screwed joints; with draw
wire
Cable ducts 1 way; nominal bore
150 mm
K512.6 in trenches depth not exceeding
1.5 m; for road lighting; in
shared trench laid with second
duct m *** *** ***
MISCELLANEOUS METALWORK
Stainless steel
Cladding panels 3 mm thick
N110 isolated columns; curved m2 *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI2.2/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I2 : Roadworks
Lump Sum Item LSI2.2 I2.2 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI2.2/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I2 : Roadworks
Lump Sum Item LSI2.2 I2.2 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI2.2/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I2 : Roadworks
Lump Sum Item LSI2.2 I2.2 : BWIC with Services
ITEM DESCRIPTION AMOUNT HK$
-----------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI2.2
: BWIC with Services
Page No. LSI2.2/1 ***
Page No. LSI2.2/2 ***
Page No. LSI2.2/3 ***
Page No. LSI2.2/4 ***
Page No. LSI2.2/5 ***
-----------------------------------------------------------------------
Total of Lump Sum Item LSI2.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI2.2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I3 : Underground Drainage
Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Concrete pipes; Class L;
unreinforced to BS 5911; Part 100;
flexible spigot and socket joints;
lined with polyvinyl chloride (PVC) or
high density polyethylene (HDPE); as
Specification clause 6.3.01
Nominal bore; 225 mm
I222.1 in trenches depth not exceeding
1.5 m; gully connections m *** *** ***
I222.2 in trenches depth not exceeding
1.5 m; between manholes and/or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I223.1 in trenches depth 1.5-2 m;
gully connections m *** *** ***
I223.2 in trenches depth 1.5-2 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I224.1 in trenches depth 2-2.5 m;
gully connections m *** *** ***
I224.2 in trenches depth 2-2.5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I225.1 in trenches depth 2.5-3 m;
gully connections m *** *** ***
I225.2 in trenches depth 2.5-3 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I226 in trenches depth 3-3.5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I227 in trenches depth 3.5-4 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I228. 1 in trenches depth 4-4.5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I228.2 in trenches depth 4.5-5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI3.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I3 : Underground Drainage
Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Concrete pipes; Class L;
unreinforced to BS 5911; Part 100;
flexible spigot and socket joints;
lined with polyvinyl chloride (PVC)
or high density polyethylene (HDPE);
as Specification clause 6.3.01
Nominal bore; 300 mm
I223 in trenches depth 1.5-2 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I224 in trenches depth 2-2.5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I225 in trenches depth 2.5-3 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I226 in trenches depth 3-3.5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
Concrete pipes; Class M;
unreinforced to BS 5911; Part 100;
flexible spigot and socket joints;
lined with polyvinyl chloride
(PVC) or high density polyethylene
(HDPE); as Specification clause 6.3.01
Nominal bore; 225 mm
I222.1 in trenches depth not exceeding
1.5 m; between manholes and/or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
Nominal bore; 250 mm
I222.2 in trenches depth not exceeding
1.5 m; between manholes and/or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI3.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I3 : Underground Drainage
Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Concrete pipes; Class M;
unreinforced to BS 5911; Part 100;
flexible spigot and socket joints; lined
with polyvinyl chloride (PVC) or
high density polyethylene (HDPE); as
Specification clause 6.3.01 (Cont'd)
Nominal bore; 300 mm
I222 in trenches depth not exceeding
1.5 m; between manholes and/or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I223 in trenches depth 1.5-2 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I224 in trenches depth 2-2.5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I225 in trenches depth 2.5-3 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I1226 in trenches depth 3-3.5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I227 in trenches depth 3.5-4.0 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I228 in trenches depth 4-4.5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
Nominal bore; 375 mm
I232 in trenches depth not exceeding
1.5 m; between manholes and/or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I233 in trenches depth 1.5-2 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I234 in trenches depth 2-2.5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I235 in trenches depth 2.5-3 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI3.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I3 : Underground Drainage
Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Concrete pipes; Class M;
unreinforced to BS 5911; Part 100;
flexible spigot and socket joints;
lined with polyvinyl chloride (PVC)
or high density polyethylene (HDPE);
as Specification clause 6.3.01 (Cont'd)
Nominal bore; 450 mm
I232.1 in trenches depth not exceeding
1.5 m; between manholes and/or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I233.1 in trenches depth 1.5-2 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I234.1 in trenches depth 2-2.5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I238 in trenches depth 4-4.5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
Nominal bore; 525 mm
I232.2 in trenches depth not exceeding
1.5 m; between manholes and/or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I233.2 in trenches depth 1.5-2 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I234.2 in trenches depth 2-2.5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI3.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I3 : Underground Drainage
Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Concrete pipes; Class M; reinforced
to BS 5911;Part 100; flexible spigot
and socket joints; lined with
polyvinyl chloride (PVC) or high
density polyethylene (HDPE); as
Specification clause 6.3.01 (Cont'd)
Nominal bore; 600 mm
I233 in trenches depth 1.5-2 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I234 in trenches depth 2-2.5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I235 in trenches depth 2.5-3 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
Nominal bore; 675 mm
I243.1 in trenches depth 1.5-2 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I244.1 in trenches depth 2-2.5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I245 in trenches depth 2.5-3 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
Nominal bore; 750 mm
I242 in trenches depth not exceeding
1.5 m; between manholes and/or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I243.2 in trenches depth 1.5-2 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I244.2 in trenches depth 2-2.5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI3.1/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I3 : Underground Drainage
Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
PIPEWORK -PIPES
Concrete pipes; Class M;
reinforced to BS 5911; Part 100;
flexible spigot and socket joints; lined
with polyvinyl chloride (PVC) or
high density polyethylene (HDPE); as
Specification clause 6.3.01
Nominal bore; 750 mm (Cont'd)
I245 in trenches depth 2.5-3 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I246.1 in trenches depth 3-3.5 m;
between manholes and drainage
channels m *** *** ***
Nominal bore; 825 mm
I244.1 in trenches depth 2-2.5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I246.2 in trenches depth 3-3.5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
Nominal bore; 900 mm
I244.2 in trenches depth 2-2.5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
Nominal bore; 1050 mm
I253.1 in trenches depth 1.5-2 m;
between manholes and drainage
channels m *** *** ***
I253.1 in trenches depth 1.5-2 m;
between drainage channels; in
shared trench laid with two
pipes m *** *** ***
I255 in trenches depth 2.5-3 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
Nominal bore; 1200 mm
I253.2 in trenches depth 1.5-2 m;
between manholes and drainage
channels m *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI3.1/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I3 : Underground Drainage
Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Concrete pipes; Class H;
unreinforced to BS 5911; Part 100;
flexible spigot and socket joints;
lined with polyvinyl chloride (PVC)
or high density polyethylene (HDPE);
as Specification clause 6.3.01
Nominal bore; 450 mm
I234 in trenches depth 2-2.5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I235 in trenches depth 2.5-3 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I238.1 in trenches depth 4-4.5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I238.2 in trenches depth 4.5-5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
Nominal bore; 675 mm
I242.1 in trenches depth not exceeding
1.5 m; between manholes and/or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I243.1 in trenches depth 1.5-2 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I244.1 in trenches depth 2-2.5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
Nominal bore; 825 mm
I242.2 in trenches depth not exceeding
1.5 m; between manholes and/or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I243.2 in trenches depth 1.5-2 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I244.2 in trenches depth 2-2.5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I246 in trenches depth 3-3.5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI3.1/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I3 : Underground Drainage
Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Ductible spun iron pipe to BS 4772;
spigot and socket joints; cement
mortar 1ining
Nominal bore; 75 mm
I312.1 in trenches depth not exceeding
1.5 m; downpipes to manholes or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
Nominal bore; 100 mm
I312.2 in trenches depth not exceeding
1.5 m; gully connections m *** *** ***
I312.3 in trenches depth not exceeding
1.5 m; downpipes to manholes or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I313.1 in trenches depth 1.5-2 m;
gully connections m *** *** ***
I313.2 in trenches depth 1.5-2 m;
downpipes to manholes or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I314.1 in trenches depth 2-2.5 m;
gully connections m *** *** ***
I314.2 in trenches depth 2-2.5 m;
downpipes to manholes or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I315 in trenches depth 2.5-3 m;
gully connections m *** *** ***
I316 in trenches depth 3-3.5 m;
gully connections m *** *** ***
I317 in trenches depth 3.5-4 m;
gully connections m *** *** ***
Nominal bore; 125 mm
I312.4 in trenches depth not exceeding
1.5 m; downpipes to manholes or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI3.1/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I3 : Underground Drainage
Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Ductile spun iron pipe to BS 4772;
spigot and socket, joints; cement
mortar lining (Cont'd)
Nominal bore; 150 mm
I312.1 in trenches depth not exceeding
1.5 m; downpipes to manholes or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I312.2 in trenches depth not exceeding
1.5 m; downpipes to ▇▇▇▇ bed m *** *** ***
I313 in trenches depth 1.5-2 m;
downpipes to manholes or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I314 in trenches depth 2-2.5 m;
downpipes to manholes or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I315 in trenches depth 2.5-3 m;
downpipes to manholes or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I316 in trenches depth 3-3.5 m;
downpipes to manholes or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I317 in trenches depth 3.5-4 m;
downpipes to manholes or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
Nominal bore; 200 mm
I312.3 in trenches depth not exceeding
1.5 m; downpipes to manholes or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
PIPEWORK - FITTINGS AND VALVES
Concrete pipes; Class L;
unreinforced to BS 5911: Part 100;
flexible spigot and socket joints :
lined with polyvinyl chloride
(PVC) or high density polyethylene
(HDPE); as Specification clause
6.3.01
Junctions and branches; including
forming perforations, trimming and
haunching with concrete bandage
J222 nominal bore; 225 mm nr *** *** ***
Straight specials; rocker pipes
J282.1 nominal bore; 225 mm nr *** *** ***
J282.2 nominal bore; 300 mm nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI3.1/9 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I3 : Underground Drainage
Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
PIPEWORK - FITTINGS AND VALVES
(Cont'd)
Concrete pipes; Class M; reinforced
to BS 5911: Part 100; flexible spigot and
socket joints: 1ined with polyvinyl
chloride (PVC) or high density
polyethylene (HDPE); as
Specification clause 6.3.01
Junctions and branches; including
forming perforations, trimming and
haunching with concrete bandage
J222 nominal bore; 300 mm nr *** *** ***
J223.1 nominal bore; 375 mm nr *** *** ***
J223.2 nominal bore; 450 mm nr *** *** ***
J223.3 nominal bore; 525 mm nr *** *** ***
J223.4 nominal bore; 600 mm nr *** *** ***
J224 nominal bore; 675 mm nr *** *** ***
Straight specials; rocker pipes
J282.1 nominal bore; 225 mm nr *** *** ***
J282.2 nominal bore; 250 mm nr *** *** ***
J282.3 nominal bore; 300 mm nr *** *** ***
J283.1 nominal bore; 375 mm nr *** *** ***
J283.2 nominal bore; 450 mm nr *** *** ***
J283.3 nominal bore; 525 mm nr *** *** ***
J283.4 nominal bore; 600 mm nr *** *** ***
J284.1 nominal bore; 675 mm nr *** *** ***
J284.2 nominal bore; 750 mm nr *** *** ***
J284.3 nominal bore; 825 mm nr *** *** ***
J284.4 nominal bore; 900 mm nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI3.1/10 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I3 : Underground Drainage
Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
PIPEWORK - FITTINGS AND VALVES
Concrete pipes; Class M; reinforced
to BS 5911:Part 100; flexible spigot
and socket joints; lined with
polyvinyl chloride (PVC) or high
density polyethylene (HDPE); as
Specification clause 6.3.01
Straight specials; rocker pipes
(Cont'd)
J285.1 nominal bore; 1050 mm nr *** *** ***
J285.2 nominal bore; 1200 mm nr *** *** ***
Concrete pipes; Class H;
unreinforced to BS 5911:Part 100;
flexible spigot and socket joints;
lined with polyvinyl chloride
(PVC) or high density polyethylene
(HDPE); as Specification clause
6.3.01
Straight specials; rocker pipes
J283 nominal bore; 450 mm nr *** *** ***
J284.1 nominal bore; 675 mm nr *** *** ***
J284.2 nominal bore; 825 mm nr *** *** ***
Ductile spun iron pipe to BS 4772;
spigot and socket joints; cement
mortar lining
Bends
J311.1 nominal bore; 75 mm nr *** *** ***
J311.2 nominal bore; 100 mm nr *** *** ***
J311.3 nominal bore; 125 mm nr *** *** ***
J311.4 nominal bore; 150 mm nr *** *** ***
J311.5 nominal bore; 200 mm nr *** *** ***
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Manholes
In situ concrete; type D; chamber
size 750 x 750 mm; as D.S.D.
Standard Drawing nr. DS 1004
K131 depth not exceeding 1.5 m; medium
duty cast iron cover as D.S.D.
Standard Drawing nr. DS 1033 nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI3.1/11 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I3 : Underground Drainage
Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Manholes (Cont'd)
In situ concrete; type D; chamber
size 750 x 750 mm; as D.S.D.
Standard Drawing nr. DS 1004 (Cont'd)
K131.1 depth not exceeding 1.5 m;
heavy duty cast iron cover as
D.S.D. Standard Drawing nr. DS
1033 nr *** *** ***
K132.1 depth 1.5-2 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
In situ concrete; type E; chamber
size 900 x 1350 mm; as D.S.D.
Standard Drawing nr. DS 1005
K132.2 depth 1.5-2 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
In situ concrete; type E; chamber
size 975 x 1350 mm; as D.S.D.
Standard Drawing nr. DS 1005
K131.2 depth not exceeding 1.5 m; heavy
duty cast iron cover as D.S.D.
Standard Drawing nr. DS 1033 nr *** *** ***
K132.3 depth 1.5-2 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
K133.1 depth 2-2.5 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
K134.1 depth 2.5-3 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
In situ concrete; type E; chamber
size 1050 x 1350 mm; as D.S.D.
Standard Drawing nr. DS 1005
K132.4 depth 1.5-2 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
K133.2 depth 2-2.5 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
K134.2 depth 2.5-3 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI3.1/12 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I3 : Underground Drainage
Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Manholes (Cont'd)
In situ concrete; type E; chamber
size 1125 x 1350 mm; as D.S.D.
Standard Drawing nr. DS 1005
K131.1 depth not exceeding 1.5 m; heavy duty
cast iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
K132.1 depth 1.5-2 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
K133.1 depth 2-2.5 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
In situ concrete; type E; chamber
size 1200 x 1350 mm; as D.S.D.
Standard Drawing nr. DS 1005
K131.2 depth not exceeding 1.5 m; heavy
duty cast iron cover as D.S.D.
Standard Drawing nr. DS1033 nr *** *** ***
K132.2 depth 1.5-2 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
In situ concrete; type E; chamber
size 1275 x 1350 mm; as D.S.D.
Standard Drawing nr. DS 1005
K132.3 depth 1.5-2 m; medium duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
K132.4 depth 1.5-2 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
In situ concrete; type E; chamber
size 1275 x 1350 mm; as D.S.D.
Standard Drawing nr. DS 1005(Cont'd)
K133.1 depth 2-2.5m; medium duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
K133.2 depth 2-2.5 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
K134 depth 2.5-3 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI3.1/13 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I3 : Underground Drainage
Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Manholes (Cont'd)
In situ concrete; type E; chamber
size 1350 x 1425 mm; as D.S.D.
Standard Drawing nr. DS 1005
K132.1 depth 1.5-2 m; medium duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
K132.2 depth 1.5-2 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
K133.1 depth 2-2.5 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
K134.1 depth 2.5-3 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
In situ concrete; type E; chamber
size 1350 x 1500 mm; as D.S.D.
Standard Drawing nr. DS 1005
K133.2 depth 2-2.5 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
K134.2 depth 2.5-3 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
In situ concrete; type E; chamber
size 1350 x 1575 mm; as D.S.D.
Standard Drawing nr. DS 1005
K133.3 depth 2-2.5 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
In situ concrete; type E; chamber
size 1350 x 1650 mm; as D.S.D.
Standard Drawing nr. DS
1005
K133.4 depth 2-2.5 m; medium duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
In situ concrete; type E; chamber
size 1350 x 1800 mm; as D.S.D.
Standard Drawing nr. DS
1005
K134.3 depth 2.5-3 m; medium duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI3.1/14 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I3 : Underground Drainage
Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Manholes (Cont'd)
In situ concrete; type F; chamber
size 900 x 1350 mm; as D.S.D.
Standard Drawing nr. DS 1006
K135.1 depth 3-3.5 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
In situ concrete; type F; chamber
size 975 x 1350 mm; as D.S.D.
Standard Drawing nr. DS 1006
K135.2 depth 3-3.5 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
K136.1 depth 3.5-4 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
In situ concrete; type F; chamber
size 1050 x 1350 mm; as D.S.D.
Standard Drawing nr. DS 1006
K134.1 depth 2.5-3 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
K135.3 depth 3-3.5 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
K136.2 depth 3.5-4 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
In situ concrete; type F; chamber
size 1350 x 1500 mm; as D.S.D.
Standard Drawing nr. DS 1006
K135.4 depth 3-3.5 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
In situ concrete; type F; chamber
size 1350 x 1575 mm; as D.S.D.
Standard Drawing nr. DS 1006
K135.5 depth 3-3.5 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI3.1/15 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I3 : Underground Drainage
Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Manholes (Cont'd)
In situ concrete; type F; chamber
size 1350 x 1650 mm; as D.S.D.
Standard Drawing nr. DS 1006
K135 depth 3-3.5 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
In situ concrete; type L;
chamber size 975 x 1800 mm; as
D.S.D. Standard Drawing nr. DS
1017
K136.1 depth 3.5-4 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 and
desilting opening cover as
D.S.D. Standard Drawing nr. DS
1034 nr *** *** ***
K138.1 depth 4-4.5 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 and
desilting opening cover as
D.S.D. Standard Drawing nr. DS
1034 nr *** *** ***
In situ concrete; type L;
chamber size 1350 x 1800 mm; as
D.S.D. Standard Drawing nr. DS
1017
K136.1 depth 3.5-4 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 and
desilting opening cover as
D.S.D. Standard Drawing nr. DS
1034 nr *** *** ***
K138.2 depth 4-4.5 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 and
desilting opening cover as
D.S.D. Standard Drawing nr. DS
1034 nr *** *** ***
In situ concrete; type L;
chamber size 1500 x 1800 mm; as
D.S.D. Standard Drawing nr. DS
1017
K138.3 depth 4-4.5 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 and
desilting opening cover as
D.S.D. Standard Drawing nr. DS
1034 nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI3.1/16 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I3 : Underground Drainage
Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Manholes (Cont'd)
In situ concrete; type L; chamber
size 1500 x 1800 mm; as D.S.D.
Standard Drawing nr. DS 1017
(Cont'd)
K138 depth 4.5-5 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 and desilting
opening cover as D.S.D. Standard
Drawing nr. DS 1034 nr *** *** ***
Catch pits
In situ concrete; chamber size
1000 x 1000 mm; as Drawing nr.
LCC300/31/C35/101
K231.1 depth not exceeding 1.5 m; Type 1
precast concrete cover; as W.S.D.
Standard Drawing nr. 1.12A nr *** *** ***
K232 depth 1.5-2 m; Type 1 precast
concrete cover; as W.S.D. Standard
Drawing nr. 1.12A nr *** *** ***
Petrol interceptors
In situ concrete; chamber in three
compartments each size 1350 x 2000
mm; as HyD Standard Drawing nr.
H3134 to H3144
K231.2 depth not exceeding 1.5 m; medium
duty cast iron cover as D.S.D.
Standard Drawing nr. DS 1033 and
desilting opening cover as D.S.D.
Standard Drawing nr. DS 1034 nr *** *** ***
Gullies
K330.1 In situ concrete untrapped;
removable cast iron grating and
frame; as HyD Standard Drawing nr.
H3109, H3117 and H3118; 225 mm
outlet diameter nr *** *** ***
K330.2 In situ concrete untrapped;
removable cast iron grating, frame
and overflow ▇▇▇▇; as HyD Standard
Drawing nr. H3109, H3117, H3118 and
H3123; 225 mm outlet diameter nr *** *** ***
K340 In situ concrete trapped nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 October 2002 LSI3.1/17 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I3 : Underground Drainage
Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
French drains, rubble drains,
ditches and trenches
Rectangular section ditches lined;
concrete grade 20/20; 150 mm thick
to bottom and both sides with
U-shaped invert; as Drawing nr.
LCC300/31/C35/101
K451 cross-sectional area not
exceeding 0.25 m2; waterway 300
mm wide m *** *** ***
K452.1 cross-sectional area 0.25-0.5
m2; waterway 300 mm wide m *** *** ***
K452.2 cross-sectional area 0.25-0.5
m2; waterway 375 mm wide m *** *** ***
K453 cross-sectional area 0.5-0.75
m2; waterway 375 mm wide m *** *** ***
Crossings
Underground services; electric
main; as Drawing nr.
LCC300/31/C35/102
K681.1 pipe bore not exceeding 300 mm nr *** *** ***
K682.1 pipe bore 300-900 mm nr *** *** ***
Underground services;
telecommunication service; as
Drawing nr. LCC300/31/C35/102
K681.2 pipe bore not exceeding 300 mm nr *** *** ***
K682.2 pipe bore 300-900 mm nr *** *** ***
PIPEWORK - SUPPORTS AND PROTECTION,
ANCILLARIES TO LAYING AND EXCAVATION
Beds; Class B; 100 mm thick
Imported granular material; type A
L331 nominal bore not exceeding 200 mm;
as D.S.D. Standard Drawing nr. DS
1048 m *** *** ***
L332 nominal bore 200-300 mm; as
D.S.D. Standard Drawing nr. DS
1048 m *** *** ***
L333 nominal bore 300-600 mm; as
D.S.D. Standard Drawing nr. DS
1048 m *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI3.1/18 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I3 : Underground Drainage
Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
PIPEWORK - SUPPORTS AND PROTECTION,
ANCILLARIES TO LAYING AND EXCAVATION
Beds; Class B; 100 mm thick
Imported granular material; type A
(Cont'd)
L334 nominal bore 600-900 mm; as D.S.D.
Standard Drawing nr. DS 1048 m *** *** ***
L335 nominal bore 900-1200 mm; as D.S.D.
Standard Drawing nr. DS 1048 m *** *** ***
L338 nominal distance 3000 mm
(approximate) between inside faces
of outer pipe walls; for two pipes
nominal bore 1050 mm; as D.S.D.
Standard Drawing nr. DS 1048 m *** *** ***
MISCELLANEOUS METALWORK
Other miscellaneous metalwork
N990.1 Ditch fittings; hinged grating and
frame; cast iron; grating in 500 mm
(maximum) unit length x 25 mm thick;
as Drawing nr. LCC300/31/C35/101;
for waterway 300 mm wide m *** *** ***
N990.2 Ditch fittings; hinged grating and
frame; cast iron; grating in 500 mm
(maximum) unit length x 25 mm thick;
as Drawing nr. LCC300/31/C35/101;
for waterway 375 mm wide m *** *** ***
N990.3 Ditch fittings; trapping grille for
U-shaped waterway; mild steel; 16 mm
diameter top rail and 12 mm diameter
vertical grille bars at 75 mm
centres; as Drawing nr.
LCC300/31/C35/101; exposed size 300
x 200 mm high (overall)
(approximate) nr *** *** ***
N990.4 Ditch fittings; trapping grille for
U-shaped waterway; mild steel; 16 mm
diameter top rail and 12 mm diameter
vertical grille bars at 75 mm
centres; as Drawing nr.
LCC300/31/C35/101; exposed size 375
x 200 mm high (overall)
(approximate) nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI3.1/19 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I3 : Underground Drainage
Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL, ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI3.1/20 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I3 : Underground Drainage
Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL, ITEM
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI3.1/21 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I3 : Underground Drainage
Lump Sum Item LSI3.1 I3.1 : Underground Drainage
ITEM DESCRIPTION AMOUNT HK$
-------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI3 .1
: Underground Drainage
Page No. LSI3.1/1 ***
Page No. LSI3.1/2 ***
Page No. LSI3.1/3 ***
Page No. LSI3.1/4 ***
Page No. LSI3.1/5 ***
Page No. LSI3.1/6 ***
Page No. LSI3.1/7 ***
Page No. LSI3.1/8 ***
Page No. LSI3.1/9 ***
Page No. LSI3.1/10 ***
Page No. LSI3.1/11 ***
Page No. LSI3.1/12 ***
Page No. LSI3.1/13 ***
Page No. LSI3.1/14 ***
Page No. LSI3.1/15 ***
Page No. LSI3.1/16 ***
Page No. LSI3.1/17 ***
Page No. LSI3.1/18 ***
Page No. LSI3.1/19 ***
Page No. LSI3.1/20 ***
Page No. LSI3.1/21 ***
-------------------------------------------------------------------------------
Total of Lump Sum Item LSI3.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI3.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I4 : Landscaping
Lump Sum Item LST4.1 I4.1 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
EARTHWORKS
Landscaping
E820.1 Hydroseeding; including all
species during summer at 25g/m2
and winter at 30g/m2 m2 *** *** ***
E820.2 Hydroseeding; including all
species during summer at 25g/m2
and winter at 3Og/m2; inclined at
an angle exceeding 10 degrees to
the horizontal m2 *** *** ***
E850.1 Shrubs; Ardisia crenata; size
600 x 500 mm; pot-grown nr *** *** ***
E850.2 Shrubs; Duranta repens; size
600 x 500 mm; pot-grown nr *** *** ***
E850.3 Shrubs; Ixora javanica; size
500 x 500 mm; pot-grown nr *** *** ***
E850.4 Shrubs; Ligustrum sinense; size
500 x 400 mm; pot-grown nr *** *** ***
E850.5 Shrubs; Melastoma Candida; size
600 x 500 mm; pot-grown nr *** *** ***
E850.6 Shrubs; Melastoma sanquineum; size
600 x 500 mm; pot-grown nr *** *** ***
E850.7 Shrubs; Rhus chinensis; size
600 x 500 mm; pot-grown nr *** *** ***
E860.1 Trees; Celtis sinensis; standard
size; root balled nr *** *** ***
E860.2 Trees; Ficus microcarpa; standard
size; root balled nr *** *** ***
E860.3 Trees; Ficus virens; standard
size; root balled nr *** *** ***
E860.4 Trees; Heritea littoralis;
standard size; root balled nr *** *** ***
E860.5 Trees; Macaranga tanarius;
standard size; root balled nr *** *** ***
E860.6 Trees; Pongamia pinnata; standard
size; root balled nr *** *** ***
E860.7 Trees; Sapium sebiferum; standard
size; root balled nr *** *** ***
E860.8 Trees; Schefflera octophylla;
standard size; root balled nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI4.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I4 : Landscaping
Lump Sum Item LST4.1 I4.1 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
EARTHWORKS
landscaping (Cont'd)
E860.9 Trees; Cassia siamea; heavy
standard size; root balled nr *** *** ***
E860.10 Trees; Cinnamomum camphora; heavy
standard size; root balled nr *** *** ***
IN SITU CONCRETE
Provision of concrete designed mix
F220 Class: 20/20; concrete category B m3 *** *** ***
Placing of mass concrete
Bases, footings, pile caps and
ground slabs; concrete category B
F522 thickness 150-300 mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F2
Vertical
G343 width 0.2-0.4 m m2 *** *** ***
MISCELLANEOUS METALWORK
Galvanized mild steel
Miscellaneous framing
N161 angle iron stakes; 50 x 50 x 3 mm;
including approved ties and
spacers m *** *** ***
ROADS AND PAVINGS
Sub-bases; flexible road bases and
surfacing
Granular material as General
Specification clause 6.07
R113 depth 60-100 mm m2 *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI3.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI4.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I4 : Landscaping
Lump Sum Item LST4.1 I4.1 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ROADS AND PAVINGS
Concrete pavements
Other in situ concrete slabs; grade
30/20
R433 depth 60-100 mm m2 *** *** ***
R480 Waterproof membranes below
concrete pavements; impermeable
polythene sheeting 0.125 mm
nominal thickness m2 *** *** ***
▇▇▇▇▇, channels and edgings
Precast concrete edging ▇▇▇▇▇ of
Highways Dept. types El, E2 and
E3; 50 x 150 mm high
R631 straight or curved to radius
exceeding 12 m; including
cement and sand (1:3) bedding,
and concrete bed and haunch
grade 20/20 m *** *** ***
ROADS AND PAVINGS
Light duty pavements
R723 Hardcore base; well consolidated
depth 60-100 mm m2 *** *** ***
R780 Precast concrete blocks; 100 x 200 x
60 mm thick; laid in herringbone
pattern; on and including 30 mm
thick sand course m2 *** *** ***
PAINTING
Polyurethane paint; first coat of 2
pack epoxy zinc phosphate 70 microns
(KP1A), second coat of 2 pack high
build epoxy MIO 100 microns (KU1D)
and finishing coat of 2 pack high
build polyurethane 50 microns (KU2B)
V770 Metal sections m2 *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI4.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI4.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I4 : Landscaping
Lump Sum Item LST4.1 I4.1 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
MISCELLANEOUS WORK
Fences
Metal post and wire; comprising 152
x 229 x 34 mm mild steel Grade 43A
structural 'T' section posts at 3000
mm centres, 2985 x 2000 mm high
Weldmesh panel vertical wires 4 mm
diameter at 50 mm centres fixed to
2000 x 20 x 4 mm thick galvanized
mild steel bars, and 300 x 300 x 20
mm base plate; including 24 mm
diameter stainless steel bolts with
expansion anchors, 8 mm diameter
▇▇▇▇▇ head bolts, 14 mm diameter
▇▇▇▇▇ lead ferrules, and washers
X145.1 exposed height 2.2 m; concrete
grade 20/20 foundation 400 x
400 x 500 mm high m *** *** ***
X145.2 exposed height 2.2 m; concrete
grade 20/20 foundation 450 x
530 x 950 mm high m *** *** ***
Gates and ▇▇▇▇▇▇
Metal field gates; comprising 50 x
50 mm mild steel Grade 43A
rectangular hollow section frames
and bracings, and 2985 x 2000 mm
high Weldmesh panel vertical wires 4
mm diameter at 75 mm centres; fixed
with 8mm diameter ▇▇▇▇▇ head bolts
and washers; including hinges,
barrel bolt, padlock and drop bolts;
height 2.101 m; in two leaves nr *** *** ***
X237 width 6 m
SPECIALIST ARCHITECTURAL METALWORK
Ancillaries
AH890.1 Stainless steel tree guards; 1350
mm high; comprising 4 nr. 133 x
102 x 15 mm universal 'T' sections
formed to radii, 25 mm outside
diameter hollow section tubes in 2
sections with and including
end caps, and 4 nr. 10 mm thick
base plates; including bolts and
ferrules nr *** *** ***
H890.2 Cast iron tree grilles in 2
sections; overall size 1190x 1190
mm; including 75 x 25 x 5 mm frame
cast in concrete nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI4.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI4.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I4 : Landscaping
Lump Sum Item LSI4.1 I4.1 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI4.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI4.1/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I4 : Landscaping
Lump Sum Item LSI4.1 I4.1 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI4.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI4.1/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I4 : Landscaping
Lump Sum Item LSI4.1 I4.1 : Hard and Soft Landscaping
ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI4.1
: Hard and Soft Landscaping
Page No. LSI4.1/1 ***
Page No. LSI4.1/2 ***
Page No. LSI4.1/3 ***
Page No. LSI4.1/4 ***
Page No. LSI4.1/5 ***
Page No. LSI4.1/6 ***
----------------------------------------------------------------------------
To Collection of Lump Sum Item LSI4.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI4.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I5 : Diversion of Existing Channel(RRIW)
Lump Sum Item LSI5.1 I5.1 : Diversion of Existing Open Drainage Channel(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
DEMOLITION AND SITE CLEARANCE
Other structures
Concrete
D521.1 Reinforced concrete wing wall 300mm thick;
volume not exceeding 50m/3/ sum ***
D521.2 Reinforced concrete head wall 300mm thick;
volume not exceeding 50m/3/ sum ***
Metal
D549 Mild steel security grille (in 2 nrs.);
approximate size 5000 x 2500 x 2500mm high
each sum ***
EARTHWORKS
Landscaping
Grasscrete
E999 Grasscrete Type GC2; 600 x 600 x 150mm nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI5.1/1 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I5 : Diversion of Existing Channel(RRIW)
Lump Sum Item LSI5.1 I5.1 : Diversion of Existing Open Drainage Channel(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
IN-SITU CONCRETE
Provision of concrete designed mix
F230 Class: 30/20; concrete category C m3 *** *** ***
F240 Class: 40/20; concrete category B m3 *** *** ***
F290 Class: 10/20; concrete category C m3 *** *** ***
Placing of mass concrete
Blinding; concrete category C
F511 Thickness not exceeding 150mm m3 *** *** ***
Placing of reinforced concrete
Ground slab, concrete category C
F621.1 Thickness not exceeding 150mm m3 *** *** ***
F623.1 Thickness : 300-500mm m3 *** *** ***
Sloping ground slab, concrete category C
F621.2 Thickness not exceeding 150mm m3 *** *** ***
Ground slab, concrete category B
F623.2 Thickness : 300-500mm m3 *** *** ***
Wall; concrete category C
F641 Thickness not exceeding 150mm m3 *** *** ***
Head wall; concrete category B
F642 Thickness: 150-300mm m3 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI5.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I5 : Diversion of Existing Channel(RRIW)
Lump Sum Item LSI5.1 I5.1 : Diversion of Existing Open Drainage Channel(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish; type F1
Plane vertical
G345.1 Width exceeding 1.22m m2 *** *** ***
Formwork finish; type F2
Sloping upper surface
G322 Width : 0.1-0.2m m *** *** ***
Plane vertical
G342 Width : 0.1-0.2m m *** *** ***
G343.1 Width: 0.2-0.4m m2 *** *** ***
G345.2 Width exceeding 1.22m m2 *** *** ***
For voids
G375 Large void depth: not exceeding 0.5m nr *** *** ***
Formwork finish; type F5
Plane vertical
G343.2 Width: 0.2-0.4m m2 *** *** ***
G345.3 Width exceeding 1.22m m2 *** *** ***
Reinforcement
Deformed high yield steel bars to BS4449
G522 Diameter 12mm t *** *** ***
G523 Diameter 16mm t *** *** ***
G524 Diameter 20mm t *** *** ***
Steel fabric to BS4483 Ref. No. A252
G563 Nominal mass: 3-4kg/m2 m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI5.1/3 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I5 : Diversion of Existing Channel(RRIW)
Lump Sum Item LSI5.1 I5.1 : Diversion of Existing Open Drainage Channel(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES (CONT'D)
Joints
Formed surface with 25mm thick approved light
grey polysulphide sealant with primer; with
compressible inorganic joint filler
G621 Average width: not exceeding 0.5m m2 *** *** ***
Formed surface with 25mm thick closed cell
foam filler with polysulphide mastic
G641 Average width: not exceeding 0.5m m2 *** *** ***
Rubber waterstops; centre-bulb
G653.1 Average width: 200-300mm m *** *** ***
Rubber waterstops; rearguard
G653.2 Average width: 200-300mm m *** *** ***
Dowels
G682 Sleeved; 25mm diameter galvanised mild steel
dowel bar; 650 long nr *** *** ***
G699 Bond breaking tape m *** *** ***
Concrete accessories
Finishing of top surfaces
G813 Type U5 m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI5.1/4 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I5 : Diversion of Existing Channel(RRIW)
Lump Sum Item LSI5.1 I5.1 : Diversion of Existing Open Drainage Channel(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Precast concrete pipes to BS5911
Class H; flexible spigot and socket joints
I254 Nominal bore: 900-1200mm; in trench depth
2.0 - 2.5m m *** *** ***
I255 Nominal bore: 900-1200mm; in trench depth
2.5 - 3.0m m *** *** ***
I259 Nominal bore: 900-1200mm; by pipe jacking m *** *** ***
Extras to excavation and backfilling
In pipe jacking
L151 Excavation of rock m3 *** *** ***
L157 Excavation of natural material below the
final surface and backfill with concrete m3 *** *** ***
Beds
Imported granular material
L334 Nominal bore 900-1200mm; depth of beds 900mm
(extreme) m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI5.1/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I5 : Diversion of Existing Channel(RRIW)
Lump Sum Item LSI5.1 I5.1 : Diversion of Existing Open Drainage Channel(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of members for frames weldable
structural galvanised steel Grade 50C to
BS4360
Columns; 305 x 165 x 40.3kg/m universal beam
M311.1 straight on plan t *** *** ***
Beams; 305 x 165 x 40.3kg/m universal beam
M311.2 straight on plan t *** *** ***
Beams; 203 x 203 x 46.1kg/m universal beam
M321.1 straight on plan t *** *** ***
Beams; 102 x 51 x 10.42kg/m channel
M321.2 straight on plan t *** *** ***
Beams; 102 x 51 x 14.9kg/m channel
M321.3 straight on plan t *** *** ***
Beams; 254 x 127 x 45kg/m tee
M321.4 straight on plan t *** *** ***
Bracings; 305 x 102 x 46.18kg/m channel
M361 Straight on plan t *** *** ***
Anchorages and holding down bolts assemblies
M380 M20 set bolts nr *** *** ***
Erection of members for frames; weldable
structural galvanised steel Grade 50C to
BS4360
M620 Permanent erection t *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI5.1/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I5 : Diversion of Existing Channel(RRIW)
Lump Sum Item LSI5.1 I5.1 : Diversion of Existing Open Drainage Channel(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK
Mild steel ladders
N130 Inclined step ladder; 630mm wide m *** *** ***
Mild steel railings
N140 Type 2 railing as HyD's Standard Drawings
No.H2130, H2132 and H2134 m *** *** ***
Miscellaneous framing; fixing by 6mm fillet
weld
N161 Mild steel angle section; 50 x 50 x 6mm thick m *** *** ***
N169 Mild steel flat 20 x 50mm m *** *** ***
N999.1 Mild steel base plate; forming holes for
bolts; 300 x 600 x 25mm thick nr *** *** ***
N999.2 Expanded metal walkway panel; 14mm thick;
mild steel galvanizing to BS729 m2 *** *** ***
N999.3 Plastigate door with steel 316-S31 envelope
over a mild steel matrix with a cellular
core; size 1545 x 1470mm; including all
frames, fixings and ironmongery nr *** *** ***
N999.4 Mild steel hinge door; 800 x 800mm wide;
including all frames, fixings and ironmongery nr *** *** ***
N999.5 Mild steel tubular rails; 50mm diameter;
approximate 600mm in girth nr *** *** ***
N999.6 Mild steel step irons nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI5.1/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I5 : Diversion of Existing Channel(RRIW)
Lump Sum Item LSI5.1 I5.1 : Diversion of Existing Open Drainage Channel(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
ROADS AND PAVINGS
Sub-bases, flexible road bases and surfacing
Granular material type 1 as specified
R116 Depth 200 - 250mm m2 *** *** ***
R170.1 Geosynthetic reinforcement; geotexile;
tensile strength of 200kN/m (minimum) m2 *** *** ***
R170.2 Geosynthetic reinforcement; geotexile;
tensile strength of 200kN/m (minimum);
inclined at an angle of 10 DEG.-45 DEG. to
the horizontal m2 *** *** ***
Sand
R193 Depth 60 - 100mm m2 *** *** ***
Rock; grade 200
R198 Depth: exceeding 300mm m2 *** *** ***
Concrete pavements
Carriageway slabs
R425 Depth 150 - 200mm m2 *** *** ***
Steel fabric reinforcement to BS4483
Ref. No. 252
R443 Nominal mass: 3 - 4kg/m2 m2 *** *** ***
Joints in concrete pavements
Expansion joints
R525 Depth of joint: 150 - 200mm m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI5.1/8 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I5 : Diversion of Existing Channel(RRIW)
Lump Sum Item LSI5.1 I5.1 : Diversion of Existing Open Drainage Channel(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
ROADS AND PAVINGS (CONT'D)
▇▇▇▇▇, channels and edgings
Precast concrete ▇▇▇▇▇ of Highways Dept type K1
R611 Straight or curved to radius exceeding 12m m *** *** ***
In-situ concrete rectangular channels; 1500mm
wide x 400mm (minimum) deep to invert level
R681 Straight or curved to radius exceeding 12m m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI5.1/9 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I5 : Diversion of Existing Channel(RRIW)
Lump Sum Item LSI5.1 I5.1 : Diversion of Existing Open Drainage Channel(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PAINTING
Painting System E
Metal, other than metal sections and pipework
V911 Upper surfaces inclined at an angle not
exceeding 30 DEG. to the horizontal m2 *** *** ***
V915 Isolated surfaces of width or girth not
exceeding 500mm m2 *** *** ***
V970 Metal Sections m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI5.1/10 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I5 : Diversion of Existing Channel(RRIW)
Lump Sum Item LSI5.1 I5.1 : Diversion of Existing Open Drainage Channel(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charge shall be "sum", with Quantity
and Rates of Columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI5.1/11 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I5 : Diversion of Existing Channel(RRIW)
Lump Sum Item LSI5.1 I5.1 : Diversion of Existing Open Drainage Channel(RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI5.1/12 Contract No. LCC-300
Contract No. LCC-301 Cost Centre I : External Works
Lump Sum Breakdown I5 : Diversion of Existing Channel(RRIW)
Lump Sum Item LSE1.1 I5.1 : Diversion of Existing Open Drainage Channel(RRIW)
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI5.1
: Diversion of Existing Open Drainage Channel(RRIW)
Page No. LSI5.1/1 ***
Page No. LSI5.1/2 ***
Page No. LSI5.1/3 ***
Page No. LSI5.1/4 ***
Page No. LSI5.1/5 ***
Page No. LSI5.1/6 ***
Page No. LSI5.1/7 ***
Page No. LSI5.1/8 ***
Page No. LSI5.1/9 ***
Page No. LSI5.1/10 ***
Page No. LSI5.1/11 ***
Page No. LSI5.1/12 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSI5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI5.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I6 : Traction Section Cabin
Lump Sum Item LSI6.1 I6.1 : Traction Section Cabin - Structure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F220 Class: 20/20; concrete category C m3 *** *** ***
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of mass concrete
Blinding; concrete category C
F511 thickness not exceeding 150 mm m3 *** *** ***
Placing of reinforced concrete
Bases, footings, pile caps and ground slabs;
concrete category B
F622 thickness 150-300 mm m3 *** *** ***
F623 thickness 300-500 mm m3 *** *** ***
Suspended slabs; concrete category B
F632 thickness 150-300 mm m3 *** *** ***
Walls; concrete category B
F642 thickness 150-300 mm m3 *** *** ***
F644 thickness exceeding 500 mm m3 *** *** ***
F680 Other concrete forms; steps; concrete
category B m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F1
Horizontal
G315 width exceeding 1.22 m; left in m2 *** *** ***
Vertical
G342.1 width 0.1-0.2 m m *** *** ***
G344.1 width 0.4-1.22 m m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI6.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I6 : Traction Section Cabin
Lump Sum Item LSI6.1 I6.1 : Traction Section Cabin - Structure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish; type F4
Horizontal
G313 width 0.2-0.4 m m2 *** *** ***
Vertical
G342.2 width 0.1-0.2 m m *** *** ***
G344.2 width 0.4-1.22 m m2 *** *** ***
Reinforcememt
Deformed high yield steel bars to BS 4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
WATERPROOFING
Damp Proofing
Waterproof sheeting; 0.3 mm thick
polyethylene damp proof sheet
membrane
W131 upper surfaces inclined at an
angle not exceeding 30 degrees
to the horizontal m2 *** *** ***
W133 surfaces inclined at an angle
exceeding 60 degrees to the
horizontal m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI6.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I6 : Traction Section Cabin
Lump Sum Item LSI6.1 I6.1 : Traction Section Cabin - Structure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity
and Rate columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI6.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I6 : Traction Section Cabin
Lump Sum Item LSI6.1 I6.1 : Traction Section Cabin - Structure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI6.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I6 : Traction Section Cabin
Lump Sum Item LSI6.1 I6.1 : Traction Section Cabin - Structure
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI6.1
: Traction Section Cabin - Structure
Page No. LSI6.1/1 ***
Page No. LSI6.1/2 ***
Page No. LSI6.1/3 ***
Page No. LSI6.1/4 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSI6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI6.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I6 : Traction Section Cabin
Lump Sum Item LSI6.2 I6.2 : Traction Section Cabin - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK
Galvanized mild steel
Miscellaneous framing; welded
N100.1 angle section; 25 x 25 x 6 mm thick m *** *** ***
N100.2 angle section; 38 x 38 x 6 mm thick m *** *** ***
N100.3 flat 12 x 6 mm thick m *** *** ***
N100.4 fixing lugs; fishtail ends; 10 mm diameter;
approximate 120 mm long nr *** *** ***
Plate flooring; chequer plate
N170 6mm thick; with 100 x 40 mm hand hole at 450
mm centre to centre m2 *** *** ***
PAINTING
Lead iron or zinc based primer paint; zinc
rich primer to BS 4652; in two coats
Metal other than metal sections and pipework
V111 upper surfaces inclined at an angle not
exceeding 30 degrees to the horizontal m2 *** *** ***
Alkyd gloss paint; in one coat
V470 Metal sections m2 *** *** ***
PLASTERING, RENDERING AND WALL LININGS
Walls and columns
Cement and sand (1:3) render
AJ110 one coat; nominally 50 mm thick m2 *** *** ***
Floors
Cement and sand (1:3) render
AJ210 one coat; nominally 50 mm thick m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI6.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI6.2/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I6 : Traction Section Cabin
Lump Sum Item LSI6.2 I6.2 : Traction Section Cabin - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
METAL SHUTTERS, WINDOWS AND LOUVRES
Louvres
External louvre with insect mesh;
weatherproofed; including framing, mastic
sealant, waterproofing grouting, approved
expanded metal lath/plaster stop and all
other fixing accessories and support; as
Appendix AA to Particular Specification,
section L15 and Drawing nr LCC300/31/A04/135,
/A24/901
AF301.1 overall size 8000 x 4200mm high nr *** *** ***
AF301.2 overall size 8000 x 4200mm high; including 1
no. of opening nr *** *** ***
AF301.3 overall size 9000 x 4200mm high nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI6.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI6.2/2 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I6 : Traction Section Cabin
Lump Sum Item LSI6.2 I6.2 : Traction Section Cabin - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity
and Rate columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI6.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI6.2/3 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I6 : Traction Section Cabin
Lump Sum Item LSI6.2 I6.2 : Traction Section Cabin - ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI6.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI6.2/4 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I6 : Traction Section Cabin
Lump Sum Item LSI6.2 I6.2 : Traction Section Cabin - ABWF
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI6.2
: Traction Section Cabin - ABWF
Page No. LSI6.2/1 ***
Page No. LSI6.2/2 ***
Page No. LSI6.2/3 ***
Page No. LSI6.2/4 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSI6.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI6.2/COL/1 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I7 : Reprovision of Police Check Point
Lump Sum Item LSI7.1 I7.1 : Structure (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F220 Class: 20/20; concrete category C m3 *** *** ***
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of mass concrete
Blinding; concrete category C
F511 thickness not exceeding 150 mm m3 *** *** ***
Placing of reinforced concrete
Bases, footings, pile caps and ground slabs;
concrete category B
F623 thickness ▇▇▇ - ▇▇▇ ▇▇ ▇▇ *** *** ***
Placing of reinforced concrete
Walls; concrete category B
F642 thickness 150-300 mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F1
Vertical
G344 width 0.4-1.22 m m2 *** *** ***
Formwork finish; type F4
Horizontal
G312 width 0.1-0.2 m m *** *** ***
G314 width 0.4-1.22 m m2 *** *** ***
Vertical
G342 width 0.1-0.2 m m *** *** ***
G345 width exceeding 1.22 m m2 *** *** ***
Reinforcement
Deformed high yield steel bars to BS 4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI7.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI7.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I7 : Police Check Point
Lump Sum Item LSI7.1 I7.1 : Structure (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Joints
Formed surface plain
G631 average width not exceeding 0.5 m m2 *** *** ***
ROADS AND PAVINGS
Sub-bases, flexible road bases and surfacing
Granular material as General Specification
clause 6.07
R116 depth 200-250 mm m2 *** *** ***
Concrete pavements
Other in-situ concrete slabs; grade 40/20
R434 Depth 100-150 mm m2 *** *** ***
Deformed high yield steel bar reinforcement
to BS4449
R473 Nominal size 10 mm t *** *** ***
R480 Waterproof membranes below concrete
pavements; impermeable polythene sheeting
0.125 mm nominal thickness m2 *** *** ***
Ancillaries
Traffic signs
R812 Illuminated, Police Stop nr *** *** ***
R823 Surface markings, Letters and
shapes, as police requirements nr *** *** ***
R899.1 Electric drop arm barriers, complete
including but not limited to flashing high
intensity lights, operator control systems,
cabling, as per Appendix II to Particular
Specification nr *** *** ***
MISCELLANEOUS WORK
Fences
Metal crah barrier, post type with built in
lights and paint finish
X173 nominally 1700mm high, 150mm dia nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI7.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI7.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I7 : Reprovision of Police Check Point
Lump Sum Item LSI7.1 I7.1 : Structure (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity
and Rate columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI7.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI7.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I7 : Reprovision of Police Check Point
Lump Sum Item LSI7.1 I7.1 : Structure (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI7.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI7.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I7 : Reprovision of Police Check Point
Lump Sum Item LSI7.1 I7.1 : Structure (RRIW)
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI7.1
: Structure (RRIW)
Page No. LSI7.1/1 ***
Page No. LSI7.1/2 ***
Page No. LSI7.1/3 ***
Page No. LSI7.1/4 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSI7.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI7.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I7 : Reprovision of Police Check Point
Lump Sum Item LSI7.2 I7.2 : ABWF (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PAINTING
Emulsion paint; one coat thinned with water
in accordance with the manufacturer's
recommendation and two unthinned coats;
as Appendix AA to Particular Specification,
section M60
Plaster and render
V541 Upper surfaces inclined at an angle not
exceeding 30 degrees to the horizontal m2 *** *** ***
V543 surfaces inclined at an angle exceeding 60
degrees to the horizontal m2 *** *** ***
V743 Waterproof elastomeric paint; one coat
recommended primer, two undercoats and one
finishing coat; as Appendix II to Particular
Specification m2 *** *** ***
WATERPROOFING
Roofing; as Drawing nr LCC300/31/A60/772
Waterproofing covering
W341 upper surface inclined at an angle not
exceeding 30 degrees to the horizontal m2 *** *** ***
W346 surfaces of width not exceeding 300mm m *** *** ***
Rendering in waterproofing cement render
W361 upper surface inclined at an angle not
exceeding 30 degrees to the horizontal m2 *** *** ***
W366 surfaces of width not exceeding 300mm m *** *** ***
50mm thick thermal insulation board
W391 upper surface inclined at an angle not
exceeding 30 degrees to the horizontal m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI7.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI7.2/1 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I7 : Reprovision of Police Check Point
Lump Sum Item LSI7.2 I7.2 : ABWF (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
WATERPROOFING
Protective layer; as Drawing nr
LCC300/31/A60/772
Flexible sheeting; PVC roofing membrane
W421 upper surface inclined at an angle not
exceeding 30 degrees to the horizontal m2 *** *** ***
W426 surfaces of width not exceeding 300mm m *** *** ***
Sand and cement screed
W441 upper surface inclined at an angle not
exceeding 30 degrees to the horizontal m2 *** *** ***
CARPENTRY AND JOINERY
Fittings
Supervisor desk counter; plastic laminated
plywood; as Appendix II
AC720 overall size nominally 1200 x 600 x 750mm
high nr *** *** ***
Cabinet, wall mounted as Appendix II to
Particular Specification
AC790.1 overall size nominally 950 x 450 x 600mm high nr *** *** ***
Cabinet, floor mounted as Appendix II to
Particular Specification
AC790.2 overall size nominally 1450 x 450 x 900mm
high nr *** *** ***
AC790.3 Venetian blind to window size 600 x 600mm nr *** *** ***
AC790.4 Venetian blind to window size 1730 x 1500 x
1500mm nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI7.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI7.2/2 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I7 : Reprovision of Police Check Point
Lump Sum Item LSI7.2 I7.2 : ABWF (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
IRONMONGERY
Hinges; as Appendix II to Particular
Specification
AD290.1 size 114 x 114mm; fixed nr *** *** ***
Locks, latches and bolts; as
Bolts
AD339.1 Double cylinder with thumb turn; fixed to
galvanised steel nr *** *** ***
Closers and selectors; as Appendix II to
Particular Specification
Door closers
AD490.1 fixed to galvanised steel nr *** *** ***
Kick plates; as Appendix II to Particular
Specification
AD700.1 965 x 200 x 1.6mm thick; fixed to galvanised
steel nr *** *** ***
METAL DOORS AND FRAMES
One hour fire rated doors and frames; as
Appendix II to Particular Specification,
Galvanised steel, heavy duty, with laminate
plastic to inside and outside
AE300.1 nominally 750mm width x 2150mm high nr *** *** ***
AE300.2 nominally 850mm width x 2150mm high nr *** *** ***
METAL SHUTTERS, WINDOWS AND LOUVRES
Windows; as Appendix AA to Particular
Specification, section L10 and Drawing
nr LCC300/31/A60/770-771
AF201.1 stainless steel; size 600 x 600mm high nr *** *** ***
AF201.2 stainless steel; overall size
1730 x 1500 x 1500mm high nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI7.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI7.2/3 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I7 : Reprovision of Police Check Point
Lump Sum Item LSI7.2 I7.2 : ABWF (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
SPECIAL ARCHITECTURAL METALWORK
Ancillaries
AH890 Stainless steel rack for metal mesh storage nr *** *** ***
SIGNS AND ADVERTISING PANELS
Signs
Non-illuminated
AI120.1 Hong Kong Police Force external Sign, fixed
to concrete wall nr *** *** ***
PLASTERING, RENDERING AND WALL LININGS
Walls and columns
Gypsum plaster; as Appendix AA to Particular
Specification, section M20
AJ122 10 mm thick; to receive emulsion paint m2 *** *** ***
Floors
Cement and sand (1:3) screed; with trowelled
finish for wearing surfaces; as Appendix AA
to Particular Specification, section M10
AJ232.1 with steel fabric reinforcement; 70 mm thick;
to receive studded rubber flooring m2 *** *** ***
FLEXIBLE SHEETING AND TILING
Rubber studded floor tiles, "Konvex" or other
products having equivalent performance and
specification, as Appendix II to the
Particular Specification.
Floors, tiling
AL121 vinyl. m2 *** *** ***
SANITARY ACCESSORIES
AN400 Toilet roll holders; stainless steel; fixed
to reinforced concrete wall nr *** *** ***
AN900 Grab rail; stainless steel; fixed to
reinforced concrete walls nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI7.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI7.2/4 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I7 : Reprovision of Police Check Point
Lump Sum Item LSI7.2 I7.2 : ABWF (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL GLAZING
Glass
Laminated tinted glass; 6mm thick
AS135 area 10m2; glazing to PVF2 coated aluminium
windows; as Appendix II Particular
Specification m2 *** *** ***
SANITARY FITTINGS SYSTEM
Sanitary fittings
Water closets
BC0201 generally nr *** *** ***
Wash basins
BC0201 generally nr *** *** ***
MISCELLANEOUS WORK
The following miscellaneous work shall supply
and installed to the satisfaction of the
Engineer
X999.1 Window type air-conditioner as Appendix II to
the Particular Specification nr *** *** ***
X999.2 Standard office chair as Appendix II to the
Particular Specification nr *** ***
X999.3 Standard polypropylene chair as Appendix II
to the Particular Specification nr *** ***
X999.4 Removable metal mesh window cover, as
Appendix II to the Particular Specification sum *** ***
X999.5 Electrical Building Services complete, as
Appendix II to the Particular Specification sum ***
X999.6 Telephone Utility Services complete, as
Appendix II to the Particular Specification sum ***
X999.8 Connections to sewage system as Appendix II
to the Particular Specification sum ***
X999.9 Connections to water supply system as
Appendix II to the Particular Specification sum ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI6.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI7.2/5 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I7 : Reprovision of Police Check Point
Lump Sum Item LSI7.2 I7.2 : ABWF (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity
and Rate columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI7.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI7.2/6 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I7 : Reprovision of Police Check Point
Lump Sum Item LSI7.2 I7.2 : ABWF (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI7.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI7.2/7 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I7 : Reprovision of Police Check Point
Lump Sum Item LSI7.2 I7.2 : ABWF (RRIW)
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI7.2
: ABWF (RRIW)
Page No. LSI7.2/1 ***
Page No. LSI7.2/2 ***
Page No. LSI7.2/3 ***
Page No. LSI7.2/4 ***
Page No. LSI7.2/5 ***
Page No. LSI7.2/6 ***
Page No. LSI7.2/7 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSI7.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI7.2/COL/1 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I8 : Water Main
Lump Sum Item LSI8.1 I8.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Ductile spun iron pipe to BS 4772 Class K9;
flanged Joints; cement mortar lining
Nominal bore; 80 mm
I312.1 in trenches depth not exceeding m *** *** ***
Nominal bore; 150 mm
I312.2 in trenches depth not exceeding m *** *** ***
I312.3 in trenches depth not exceeding 1.5 m;
incoming water mains; in shared trench laid
with two pipes m *** *** ***
I312.4 in trenches depth not exceeding 1.5 m;
incoming water mains; in shared trench laid
with three pipes m *** *** ***
Nominal bore; 300 mm
I321 not in trenches; inside pits m *** *** ***
I322.1 in trenches depth not exceeding 1.5 m;
incoming water mains; in shared trench laid
with two pipes m *** *** ***
I322.2 in trenches depth not exceeding 1.5 m;
incoming water mains; in shared trench laid
with three pipes m *** *** ***
PIPEWORK - FITTTNGS AND VALVES
Ductile spun iron pipe to BS 4772 Class K9;
flanged joints; cement mortar lining
Bends
J311.1 nominal bore; 80 mm nr *** *** ***
J311.2 nominal bore; 150 mm nr *** *** ***
J312.1 nominal bore; 300 mm nr *** *** ***
Junctions and branches
J321 nominal bore; 150 mm nr *** *** ***
J322 nominal bore; 300 mm nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI8.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI8.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I8 : Water Main
Lump Sum Item LSI8.1 I8.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PIPEWORK - FITTINGS AND VALVES
Ductile spun iron pipe to BS 4772 Class K9;
flanged joints; cement mortar lining (Cont'd)
Flexible couplings
J391 nominal bore; 150 mm nr *** *** ***
J392 nominal bore; 300 mm nr *** *** ***
PIPEWORK - FITTINGS AND VALVES
Valves and penstocks
Air valves
J861 nominal bore 150 mm nr *** *** ***
Sluice valves
J891.1 nominal bore 80 mm nr *** *** ***
J891.2 nominal bore 150 mm nr *** *** ***
J891.3 nominal bore 300 mm nr *** *** ***
Check meter positions
J891.5 nominal bore 80 mm nr *** *** ***
PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES
Valve pits
In situ concrete; for one valve
K231.1 depth not exceeding 1.5m nr *** *** ***
In situ concrete; for two valves
K231.2 depth not exceeding 1.5m nr *** *** ***
Check meter ▇▇▇▇▇▇▇▇
In situ concrete; Chamber No. CMC1
K231.3 depth not exceeding 1.5m nr *** *** ***
In situ concrete; Chamber No. CMC2
K231.4 depth not exceeding 1.5m nr *** *** ***
In situ concrete; Chamber No. CMC3
K231.5 depth not exceeding 1.5m nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI8.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI8.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I8 : Water Main
Lump Sum Item LSI8.1 I8.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PIPEWORK - SUPPORTS AND PROTECTION,
ANCILLARIES TO LAYING AND EXCAVATION
Beds
Mass concrete
L344 nominal distance 600-900 mm between inside
faces of outer pipe walls; for one pipe
nominal bore 150 mm and one pipe nominal bore
300 mm; as W.S.D. Standard Drawing m *** *** ***
L346 nominal distance 1200-1500 mm between
inside faces of outer pipe walls; for two
pipes nominal bore 150 mm and one pipe
nominal bore 300 mm; as W.S.D. Standard
Drawing m *** *** ***
Concrete stools and thrust blocks; for bends
Volume 0.5-1m3; reinforced concrete grade
20/20; for top vertical bends
L744.1 nominal distance 600-900 mm between inside
faces of outer pipe walls; for two pipes nr *** *** ***
Volume 10-12 m3; mass concrete grade 20/20;
for horizontal and bottom vertical bends
L784 nominal distance 600-900 mm between inside
faces of outer pipe walls; for two pipes nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI8.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI8.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I8 : Water Main
Lump Sum Item LSI8.1 I8.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PIPEWORK - SUPPORTS AND PROTECTION,
ANCILLARIES TO LAYING AND EXCAVATION
Concrete stools and thrust blocks; for bends
(Cont'd)
Volume 12-14 m3; mass concrete grade 20/20;
for horizontal and bottom vertical bends
L786.1 nominal distance 1200-1500 mm between inside
faces of outer pipe walls; for three pipes nr *** *** ***
Volume 14-16 m3; mass concrete grade 20/20;
for horizontal and bottom vertical bends
L786.2 nominal distance 1200-1500 mm between inside
faces of outer pipe walls; for three pipes nr *** *** ***
Volume 24-26 m3; mass concrete grade 20/20;
for horizontal and bottom vertical bends
L786.3 nominal distance 1200-1500 mm between inside
faces of outer pipe walls; for three pipes nr *** *** ***
Concrete stools and thrust blocks; for
junctions and branches
Volume 2-4 m3; mass concrete grade 20/20
L762 nominal bore 200-300 mm nr *** *** ***
Concrete stools and thrust blocks; for
anchorages to pipes of inclination exceeding 1:6
Volume 0.5-1 m3; mass concrete grade 20/20;
as W.S.D. Standard Drawing
L744.2 nominal distance 600-900 mm between inside
faces of outer pipe walls; for two pipes nr *** *** ***
SEWER AND WATER MAIN REMOVATION AND ANCILLARY
WORKS
Y900 Allow for carrying out pressure tests and
sterilization on the complete water supply
pipeline before handing over to WSD item *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI8.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI8.1/4 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I8 : Water Main
Lump Sum Item LSI8.1 I8.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charges shall be "sum", with Quantity
and Rate columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI8.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI8.1/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I8 : Water Main
Lump Sum Item LSI8.1 I8.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI8.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI8.1/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I8 : Water Main
Lump Sum Item LSI8.1 I8.1 : Water Main
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI8.1
: Water Main
Page No. LSI8.1/1 ***
Page No. LSI8.1/2 ***
Page No. LSI8.1/3 ***
Page No. LSI8.1/4 ***
Page No. LSI8.1/5 ***
Page No. LSI8.1/6 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSI8.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI8.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I9 : Utility Diversions
Lump Sum Item LSI9.1 I9.1 : Utility Diversions
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
UTILITIES
Diversion of existing services
Electric
Y131.1 11kV overhead line and associated poles;
crossing over existing ponds; as drawings
LCC300/31/C15/201 to 203 (utility ref. CLP-11KV) sum ***
Y131.2 LV overhead lines and associated poles;
crossing over existing ponds; as drawings
LCC300/31/C15/201 to 203 (utility ref. CLP-LV) sum ***
Communication
Y162 Telecommunication; telephone overhead cable
and associated posts; crossing over existing
ponds; as drawings LCC300/31/C15/201 to 203
(utility ref. HKT) sum ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI9.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI9.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I9 : Utility Diversions
Lump Sum Item LSI9.1 I9.1 : Utility Diversions
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charge shall be "sum", with Quantity
and Rates of Columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI9.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI9.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I9 : Utility Diversions
Lump Sum Item LSI9.1 I9.1 : Utility Diversions
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
Method Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI9.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI9.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I9 : Utility Diversions
Lump Sum Item LSI9.1 I9.1 : Utility Diversions
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI9.1
: Utility Diversions
Page No. LSI9.1/1 ***
Page No. LSI9.1/2 ***
Page No. LSI9.1/3 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSI9.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI9.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I10 : Widening of Lok Ma ▇▇▇▇ Road (Area A)
Lump Sum Item LSI10.1 I10.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Ductile spun iron pipe to BS 4772 Class K9;
flanged joints; cement mortar lining
Nominal bore; 80 mm
I311.1 not in trenches; inside pits m *** *** ***
I312.1 in trenches depth not exceeding 1.5 m;
incoming water mains; in shared trench laid
with two pipes m *** *** ***
Nominal bore; 150 mm
I311.2 not in trenches; inside pits m *** *** ***
I312.2 in trenches depth not exceeding 1.5 m;
incoming water mains; in shared trench laid
with two pipes m *** *** ***
Nominal bore; 200 mm
I311.3 not in trenches; inside pits m *** *** ***
Nominal bore; 300 mm
I321 not in trenches; inside pits m *** *** ***
I322 in trenches depth not exceeding 1.5 m;
incoming water mains; in shared trench laid
with two pipes m *** *** ***
PIPEWORK - FITTINGS AND VALVES
Ductile spun iron pipe to BS 4772 Class K9;
flanged joints; cement mortar lining
Bends
J311.1 nominal bore; 80 mm nr *** *** ***
J311.2 nominal bore; 150 mm nr *** *** ***
J311.3 nominal bore; 200 mm nr *** *** ***
J312 nominal bore; 300 mm nr *** *** ***
Bends; with duck foot
J311.4 nominal bore; 80 mm nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI10.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI10.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I10 : Widening of Lok Ma ▇▇▇▇ Road (Area A)
Lump Sum Item LSI10.1 I10.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PIPEWORK - FITTINGS AND VALVES
Ductile spun iron pipe to BS 4772 Class K9;
flanged joints; cement mortar lining (Cont'd)
Junctions and branches
J321 nominal bore; 150 mm nr *** *** ***
J322 nominal bore; 300 mm nr *** *** ***
Tapers
J332 nominal bore; 80 mm nr *** *** ***
Glands
J361 nominal bore; 150 mm nr *** *** ***
J362 nominal bore; 300 mm nr *** *** ***
Straight specials
J381 nominal bore; 80 mm; 300 mm long nr *** *** ***
Valves and penstocks
Single air valves
J861.1 nominal bore 25 mm nr *** *** ***
Double air valves
J861.2 nominal bore 80 mm nr *** *** ***
J861.3 nominal bore 150 mm nr *** *** ***
Sluice valves
J891.1 nominal bore 150 mm nr *** *** ***
J892 nominal bore 300 mm nr *** *** ***
Valves for washout
J891.2 nominal bore 150 mm nr *** *** ***
Stop cocks; with stainless steel extension
piece and threaded end
J891.4 nominal bore 25 mm nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI10.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI10.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I10 : Widening of Lok Ma ▇▇▇▇ Road (Area A)
Lump Sum Item LSI10.1 I10.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES
Valve pits
In situ concrete; for two valves
K231.1 depth not exceeding 1.5 m nr *** *** ***
Air valve ▇▇▇▇▇▇▇▇
Precast concrete; assembled with standard
units and complete with removable cover; as
W.S.D. Standard Drawing
K251 depth not exceeding 1.5 m nr *** *** ***
PIPEWORK - SUPPORTS AND PROTECTION,
ANCILLARIES TO LAYING AND EXCAVATION
Beds
Mass concrete
L344.1 nominal distance 600-900 mm between inside
faces of outer pipe walls; for one pipe
nominal bore 150 mm and one pipe nominal bore
300 mm; as W.S.D. Standard Drawing m *** *** ***
Surrounds
Mass concrete
L544.1 nominal distance 600-900 mm between inside
faces of outer pipe walls; for one pipe
nominal bore 150 mm and one pipe nominal bore
300 mm; as W.S.D. Standard Drawing m *** *** ***
L544.2 nominal distance 600-900 mm between inside
faces of outer pipe walls; for one pipe
nominal bore 150 mm and one pipe nominal bore
300 mm; with 6 mm thick mild steel topping
plate; as W.S.D. Standard Drawing m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI10.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI10.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I10 : Widening of Lok Ma ▇▇▇▇ Road (Area A)
Lump Sum Item LSI10.1 I10.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PIPEWORK - SUPPORTS AND PROTECTION,
ANCILLARIES TO LAYING AND EXCAVATION
Concrete stools and thrust blocks; for bends
Volume 0.5-1 m3; mass concrete grade 20/20;
for horizontal and bottom vertical bends
L744.1 nominal distance 600-900 mm between inside
faces of outer pipe walls; for two pipes nr *** *** ***
Volume 0.5-1 m3; reinforced concrete grade
20/20; for top vertical bends
L744.2 nominal distance 600-900 mm between inside
faces of outer pipe walls; for two pipes nr *** *** ***
Volume 2-4 m3; reinforced concrete grade
20/20; for top vertical bends
L764 nominal distance 600-900 mm between inside
faces of outer pipe walls; for two pipes nr *** *** ***
Volume 10-12 m3; mass concrete grade 20/20;
for horizontal and bottom vertical bends
L784.1 nominal distance 600-900 mm between inside
faces of outer pipe walls; for two pipes nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI10.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI10.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I10 : Widening of Lok Ma ▇▇▇▇ Road (Area A)
Lump Sum Item LSI10.1 I10.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PIPEWORK - SUPPORTS AND PROTECTION,
ANCILLARIES TO LAYING AND EXCAVATION
Concrete stools and thrust blocks; for
junctions and branches
Volume 2-4 m3; mass concrete grade 20/20
L762 nominal bore 200-300 mm nr *** *** ***
Concrete stools and thrust blocks; for ends
Volume 10-12 m3; reinforced concrete grade
20/20
L784.2 nominal distance 600-900 mm between inside
faces of outer pipe walls; for two pipes nr *** *** ***
Concrete stools and thrust blocks; for
anchorages to pipes of inclination exceeding
1:6
Volume 0.5-1 m3; mass concrete grade 20/20; as
W.S.D. Standard Drawing
L744.2 nominal distance 600-900 mm between inside
faces of outer pipe walls; for two pipes nr *** *** ***
SEWER AND WATER MAIN REMOVATION AND ANCILLARY
WORKS
Y900 Allow for carrying out pressure tests and
sterilization on the complete water supply
pipeline before handing over to WSD item *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI10.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI10.1/5 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I10 : Widening of Lok Ma ▇▇▇▇ Road (Area A)
Lump Sum Item LSI10.1 I10.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charge shall be "sum", with Quantity
and Rate columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI10.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI10.1/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I10 : Widening of Lok Ma ▇▇▇▇ Road (Area A)
Lump Sum Item LSI10.1 I10.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI10.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI10.1/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I10 : Widening of Lok Ma ▇▇▇▇ Road (Area A)
Lump Sum Item LSI10.1 I10.1 : Water Main
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI10.1
: Water Main
Page No. LSI10.1/1 ***
Page No. LSI10.1/2 ***
Page No. LSI10.1/3 ***
Page No. LSI10.1/4 ***
Page No. LSI10.1/5 ***
Page No. LSI10.1/6 ***
Page No. LSI10.1/7 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSI10.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI10.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I10 : Widening of Lok Ma ▇▇▇▇ Road (Area A)
Lump Sum Item LSI10.2 I10.2 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
MECHANICAL INSTALLATIONS
BB1409 Design, supply and installation of the gas
supply system together with all necessary
builder's works in connection therewith in
accordance with the requirements of the Hong
Kong and China Gas Company Limited and
Appendix M to the Particular Specification sum ***
Sundries
BB1909 Provision of testing and commissioning for
the gas supply system sum ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI10.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI10.2/1 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I10 : Widening of Lok Ma ▇▇▇▇ Road (Area A)
Lump Sum Item LSI10.2 I10.2 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charge shall be "sum", with Quantity
and Rate columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI10.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI10.2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I10 : Widening of Lok Ma ▇▇▇▇ Road (Area A)
Lump Sum Item LSI10.2 I10.2 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI10.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI10.2/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I10 : Widening of Lok Ma ▇▇▇▇ Road (Area A)
Lump Sum Item LSI10.2 I10.2 : Gas Main
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI10.2
: Gas Main
Page No. LSI10.2/1 ***
Page No. LSI10.2/2 ***
Page No. LSI10.2/3 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSI10.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI10.2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I10 : Widening of Lok Ma ▇▇▇▇ Road (Area A)
Lump Sum Item LSI10.3 I10.3 : Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
UTILITIES
Provision of new services
Communications; systems of PCCW-HKT Telephone
Limited; as Drawing LCC300/31/C15/207 to 210
Appendix M to Particular Specification
Y162.1 telecommunications; provide open trenches and
backfill after PCCW-HKT cable installation sum ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI10.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI10.3/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I10 : Widening of Lok Ma ▇▇▇▇ Road (Area A)
Lump Sum Item LSI10.3 I10.3 : Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charge shall be "sum", with Quantity
and Rate columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI10.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI10.3/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I10 : Widening of Lok Ma ▇▇▇▇ Road (Area A)
Lump Sum Item LSI10.3 I10.3 : Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI10.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI10.3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I10 : Widening of Lok Ma ▇▇▇▇ Road (Area A)
Lump Sum Item LSI10.3 I10.3 : Telephone Utilities
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI10.3
: Telephone Utilities
Page No. LSI10.3/1 ***
Page No. LSI10.3/2 ***
Page No. LSI10.3/3 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSI10.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI10.3/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I10 : Widening of Lok Ma ▇▇▇▇ Road (Area A)
Lump Sum Item LSI10.4 I10.4 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES
Drawpits
In situ concrete; for cabling and wiring
works of PCCW-HKT Telephone Limited; chamber
size 870 x 2290 mm;
K231 depth not exceeding 1.5 m nr *** *** ***
Install Ducts (Supplied by PCCW-HKT);
unplasticized polyvinyl chloride to BS
3506:1969 Class B; solvent welded joints to
BS 4346 Part 1; with draw wire
K512 in trenches depth not exceeding 1.5 m; for
cabling and wiring works of PCCW-HKT
Telephone Limited; in shared trench laid with
second duct m *** *** ***
Ducts; GT 100mm dia. with draw wires
K513 in trenches depth not exceeding 1.5 m; for
cabling and wiring works of PCCW-HKT
Telephone Limited; in shared trench laid with
second duct m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI10.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI10.4/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I10 : Widening of Lok Ma ▇▇▇▇ Road (Area A)
Lump Sum Item LSI10.4 I10.4 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charge shall be "sum", with Quantity
and Rate columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI10.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI10.4/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I10 : Widening of Lok Ma ▇▇▇▇ Road (Area A)
Lump Sum Item LSI10.4 I10.4 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI10.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI10.4/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I10 : Widening of Lok Ma ▇▇▇▇ Road (Area A)
Lump Sum Item LSI10.4 I10.4 : BWIC with Services
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI10.4
: BWIC with Services
Page No. LSI10.4/1 ***
Page No. LSI10.4/2 ***
Page No. LSI10.4/3 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSI10.4 ***
----------
[STAMP]
Rev.0 : 26 April 2002 LSI10.4/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I11 : Widening Existing Access Road (Area B)
Lump Sum Item LSI11.1 I11.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Ductile spun iron pipe to BS 4772 Class K9;
flanged joints; cement mortar lining
Nominal bore; 80 mm
I311.1 not in trenches; inside ▇▇▇▇▇▇▇▇ m *** *** ***
Nominal bore; 150 mm
I311.2 not in trenches; inside ▇▇▇▇▇▇▇▇ m *** *** ***
I312 in trenches depth not exceeding 1.5 m;
incoming water mains; in shared trench laid
with two pipes m *** *** ***
Nominal bore; 300 mm
I321 not in trenches; inside ▇▇▇▇▇▇▇▇ m *** *** ***
I322 in trenches depth not exceeding 1.5 m;
incoming water mains; in shared trench laid
with two pipes m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI11.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI11.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I11 : Widening Existing Access Road (Area B)
Lump Sum Item LSI11.1 I11.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PIPEWORK - FITTINGS AND VALVES
Ductile spun iron pipe to BS 4772 C1ass K9;
flanged joints; cement mortar lining
Bends
J311.1 nominal bore; 150 mm nr *** *** ***
J312.1 nominal bore; 300 mm nr *** *** ***
Junctions and branches
J321 nominal bore; 150 mm nr *** *** ***
J322 nominal bore; 300 mm nr *** *** ***
Tapers
J332 nominal bore; 300 mm nr *** *** ***
Valves and penstocks
Double air valves
J861.1 nominal bore 80 mm nr *** *** ***
J861.2 nominal bore 150 mm nr *** *** ***
Sluice valves
J891.1 nominal bore 80 mm nr *** *** ***
J891.2 nominal bore 150 mm nr *** *** ***
J892.1 nominal bore 300 mm nr *** *** ***
Valves for washout
J891.3 nominal bore 150 mm nr *** *** ***
J892.2 nominal bore 300 mm nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI11.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI11.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I11 : Widening Existing Access Road (Area B)
Lump Sum Item LSI11.1 I11.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES
Valve pits
In situ concrete; for two valves
K231 depth not exceeding 1.5 m nr *** *** ***
Pipe ▇▇▇▇▇▇▇▇
Brickwork; 150 mm thick walls with removable
pre-cast concrete cover; for one pipe nominal
bore 150 mm and one pipe nominal bore 300 mm
as W.S.D. Standard Drawing
K251 depth not exceeding 1.5 m m *** *** ***
PIPEWORK - SUPPORTS AND PROTECTION,
ANCILLARIES TO LAYING AND EXCAVATION
Beds
Mass concrete
L344 nominal distance 600-900 mm between inside
faces of outer pipe walls; for one pipe
nominal bore 150 mm and one pipe nominal bore
300 mm; as W.S.D. Standard Drawing m *** *** ***
Surrounds
Mass concrete
L544 nominal distance 600-900 mm between inside
faces of outer pipe walls; for one pipe
nominal bore 150 mm and one pipe nominal bore
300 mm; as W.S.D. Standard Drawing m *** *** ***
Concrete stools and thrust blocks; for bends
Volume 0.5-1 m3; mass concrete grade 20/20;
for horizontal and bottom vertical bends
L744.1 nominal distance 600-900 mm between inside
faces of outer pipe walls; for two pipes nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI11.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI11.1/3 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I11 : Widening Existing Access Road (Area B)
Lump Sum Item LSI11.1 I11.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PIPEWORK - SUPPORTS AND PROTECTION,
ANCILLARIES TO LAYING AND EXCAVATION
Concrete stools and thrust blocks; for bends
Volume 0.5-1 m3; reinforced concrete grade
20/20; for top vertical bends
L744.2 nominal distance 600-900 mm between inside
faces of outer pipe walls; for two pipes nr *** *** ***
Volume 4-6 m3; mass concrete grade 20/20; for
horizontal and bottom vertical bends
L774 nominal distance 600-900 mm between inside
faces of outer pipe walls; for two pipes nr *** *** ***
Volume 10-12 m3; mass concrete grade 20/20;
for horizontal and bottom vertical bends
L784 nominal distance 600-900 mm between inside
faces of outer pipe walls; for two pipes nr *** *** ***
Concrete stools and thrust blocks; for
junctions and branches
Volume 2-4 m3; mass concrete grade 20/20
L762 nominal bore 200-300 mm nr *** *** ***
Concrete stools and thrust blocks; for
anchorages to pipes of inclination exceeding 1:6
Volume 0.5-1 m3; mass concrete grade 20/20; as
W.S.D. Standard Drawing
L744.3 nominal distance 600-900 mm between inside
faces of outer pipe walls; for two pipes nr *** *** ***
SEWER AND WATER MAIN REMOVATION AND ANCILLARY
WORKS
Y900 Allow for carrying out pressure tests and
sterilization on the complete water supply
pipeline before handing over to WSD item *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI11.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI11.1/4 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I11 : Widening Existing Access Road (Area B)
Lump Sum Item LSI11.1 I11.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charge shall be "sum", with Quantity
and Rate columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI11.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI11.1/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I11 : Widening Existing Access Road (Area B)
Lump Sum Item LSI11.1 I11.1 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI11.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI11.1/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I11 : Widening Existing Access Road (Area B)
Lump Sum Item LSI11.1 I11.1 : Water Main
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI11.1
: Water Main
Page No. LSI11.1/1 ***
Page No. LSI11.1/2 ***
Page No. LSI11.1/3 ***
Page No. LSI11.1/4 ***
Page No. LSI11.1/5 ***
Page No. LSI11.1/6 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSI11.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI11.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I11 : Widening Existing Access Road (Area B)
Lump Sum Item LSI11.2 I11.2 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
MECHANICAL INSTALLATIONS
BB1409 Design, supply and installation of the gas
supply system together with all necessary
builder's works in connection therewith in
accordance with the requirements of the Hong
Kong and China Gas Company Limited and
Appendix M to the Particular Specification sum ***
Sundries
BB1909 Provision of testing and commissioning for
the gas supply system sum ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI11.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI11.2/1 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I11 : Widening Existing Access Road (Area B)
Lump Sum Item LSI11.2 I11.2 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charge shall be "sum", with Quantity
and Rate columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI11.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI11.2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I11 : Widening Existing Access Road (Area B)
Lump Sum Item LSI11.2 I11.2 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI11.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI11.2/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I11 : Widening Existing Access Road (Area B)
Lump Sum Item LSI11.2 I11.2 : Gas Main
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI11.2
: Gas Main
Page No. LSI11.2/1 ***
Page No. LSI11.2/2 ***
Page No. LSI11.2/3 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSI11.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI11.2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I11 : Widening Existing Access Road (Area B)
Lump Sum Item LSI11.3 I11.3 : Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
UTILITIES
Provision of new services
Communications; systems of PCCW-HKT Telephone
Limited; as Drawing LCC300/31/C15/207 to 210
Appendix M to Particular Specification
Y162.1 telecommunications; provide open trenches and
backfill after PCCW-HKT cable installation sum ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI11.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI11.3/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I11 : Widening Existing Access Road (Area B)
Lump Sum Item LSI11.3 I11.3 : Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charge shall be "sum", with Quantity
and Rate columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI11.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI11.3/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I11 : Widening Existing Access Road (Area B)
Lump Sum Item LSI11.3 I11.3 : Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI11.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI11.3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I11 : Widening Existing Access Road (Area B)
Lump Sum Item LSI11.3 I11.3 : Telephone Utilities
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI11.3
: Telephone Utilities
Page No. LSI11.3/1 ***
Page No. LSI11.3/2 ***
Page No. LSI11.3/3 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSI11.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI11.3/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I11 : Widening Existing Access Road (Area B)
Lump Sum Item LSI11.4 I11.4 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES
Drawpits
In situ concrete; for cabling and wiring
works of PCCW-HKT Telephone Limited; chamber
size 870 x 2290 mm;
K231 depth not exceeding 1.5 m nr *** *** ***
Install Ducts (Supplied by PPCW-HKT);
unplasticized polyvinyl chloride to BS
3506:1969 Class B; solvent welded joints to
BS 4346 Part 1; with draw Wire
K512 in trenches depth not exceeding 1.5 m; for
cabling and wiring works of PCCW-HKT
Telephone Limited; in shared trench laid with
second duct m *** *** ***
Ducts; GI 100mm dia, with draw wires.
K513 in trenches depth not exceeding 1.5 m; for
cabling and wiring works of PCCW-HKT
Telephone Limited; in shared trench laid with
second duct m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI11.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI11.4/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I11 : Widening Existing Access Road (Area B)
Lump Sum Item LSI11.4 I11.4 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charge shall be "sum", with Quantity
and Rate columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI11.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI11.4/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I11 : Widening Existing Access Road (Area B)
Lump Sum Item LSI11.4 I11.4 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI11.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI11.4/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I11 : Widening Existing Access Road (Area B)
Lump Sum Item LSI11.4 I11.4 : BWIC with Services
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI11.4
: BWIC with Services
Page No. LSI11.4/1 ***
Page No. LSI11.4/2 ***
Page No. LSI11.4/3 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSI11.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI11.4/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I12 : Construction of Access Road (Area C)
Lump Sum Item LSI12.1 I12.1 : Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
UTILITIES
Provision of new services
Communications; systems of PCCW-HKT Telephone
Limited; as Drawing LCC300/31/C15/207 to 210
Appendix M to Particular Specification
Y162.1 telecommunications; provide open trenches and
backfill after PCCW-HKT cable installation sum ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI12.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI12.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I12 : Construction of Access Road (Area C)
Lump Sum Item LSI12.1 I12.1 : Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charge shall be "sum", with Quantity
and Rate columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI12.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI12.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown M1 : Widening of Lok Ma ▇▇▇▇ Road (Area A)
Lump Sum Item LSI12.1 I12.1 : Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI12.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI12.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I12 : Construction of Access Road (Area C)
Lump Sum Item LSI12.1 I12.1 : Telephone Utilities
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI12.1
: Telephone Utilities
Page No. LSI12.1/1 ***
Page No. LSI12.1/2 ***
Page No. LSI12.1/3 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSI12.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI12.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I12 : Construction of Access Road (Area C)
Lump Sum Item LSI12.2 I12.2 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Ductile spun iron pipe to BS 4772 Class K9;
flanged joints; cement mortar lining
Nominal bore; 150 mm
I312 in trenches depth not exceeding 1.5 m;
incoming water mains; in shared trench laid
with two pipes m *** *** ***
Nominal bore; 300 mm
I322 in trenches depth not exceeding 1.5 m;
incoming water mains; in shared trench laid
with two pipes m *** *** ***
PIPEWORK - FITTINGS AND VALVES
Ductile spun iron pipe to BS 4772 Class K9;
flanged joints; cement mortar lining
Bends
J311.1 nominal bore; 150 mm nr *** *** ***
J312.1 nominal bore; 300 mm nr *** *** ***
Junctions and branches
J321 nominal bore; 150 mm nr *** *** ***
J322 nominal bore; 300 mm nr *** *** ***
Tapers
J332 nominal bore; 300 mm nr *** *** ***
Valves and penstocks
Air valves
J861.1 nominal bore 25 mm nr *** *** ***
J861.2 nominal bore 150 mm nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI12.2/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I12 : Construction of Access Road (Area C)
Lump Sum Item LSI12.2 I12.2 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PIPEWORK - FITTINGS AND VALVES
Valves and penstocks (Cont'd)
Sluice valves
J891.1 nominal bore 150 mm nr *** *** ***
J891.2 nominal bore 300 mm nr *** *** ***
Valves for washout
J891.3 nominal bore 150 mm nr *** *** ***
J891.4 nominal bore 300 mm nr *** *** ***
PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES
Va1ve pits
In situ concrete; for two valves
K231 depth not exceeding 1.5m nr *** *** ***
PIPEWORK - SUPPORTS AND PROTECTION,
ANCILLARIES TO LAYING AND EXCAVATION
Beds
Mass concrete
L344 nominal distance 600-900 mm between inside
faces of outer pipe walls; for one pipe
nominal bore 150 mm and one pipe nominal bore
300 mm; as W.S.D. Standard Drawing m *** *** ***
Surrounds
Mass concrete
L544 nominal distance 600-900 mm between inside
faces of outer pipe walls; for one pipe
nominal bore 150 mm and one pipe nominal bore
300 mm; as W.S.D. Standard Drawing m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI12.2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I12 : Construction of Access Road (Area C)
Lump Sum Item LSI12.2 I12.2 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PIPEWORK - SUPPORTS AND PROTECTION,
ANCILLARIES TO LAYING AND EXCAVATION
Concrete stools and thrust blocks; for bends
Volume 0.5-1 m3; mass concrete grade 20/20;
for horizontal and bottom vertical bends
L744.1 nominal distance 600-900 mm between inside
faces of outer pipe walls; for two pipes nr *** *** ***
Volume 0.5-1 m3; reinforced
concrete grade 20/20; for top vertical bends
L744.2 nominal distance 600-900 mm between inside
faces of outer pipe walls; for two pipes nr *** *** ***
Volume 2-4 m3; mass concrete grade
20/20; for horizontal and bottom vertical
bends
L764.1 nominal distance 600-900 mm between inside
faces of outer pipe walls; for two pipes nr *** *** ***
Volume 2-4 m3; reinforced concrete
grade 20/20; for top vertical bends
L764.2 nominal distance 600-900 mm between inside
faces of outer pipe walls; for two pipes nr *** *** ***
Volume 4-6 m3; mass concrete grade
20/20; for horizontal and bottom vertical
bends
L774 nominal distance 600-900 mm between inside
faces of outer pipe walls; for two pipes nr *** *** ***
Volume 10-12 m3; mass concrete grade 20/20;
for horizontal and bottom vertical bends
L784 nominal distance 600-900 mm between inside
faces of outer pipe walls; for two pipes nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI12.2/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I12 : Construction of Access Road (Area C)
Lump Sum Item LSI12.2 I12.2 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PIPEWORK - SUPPORTS AND PROTECTION,
ANCILLARIES TO LAYING AND EXCAVATION
Concrete stools and thrust blocks; for
junctions and branches
Volume 2-4 m3, mass concrete grade 20/20
L762 nominal bore 200-300 mm nr *** *** ***
Concrete stools and thrust blocks; for
anchorages to pipes of inclination exceeding 1:6
Volume 0.5-1 m3; mass concrete grade 20/20;
as W.S.D. Standard Drawing
L744.3 nominal distance 600-900 mm between inside
faces of outer pipe walls; for two pipes nr *** *** ***
Concrete stools and thrust blocks; in utility
troughs
Volume 0.1-0.2 m3; reinforced concrete grade
35/20D
L723 nominal distance 300-600 mm between inside
faces of outer pipe walls; for two pipes nr *** *** ***
SEWER AND WATER MAIN REMOVATION AND ANCILLARY
WORKS
Y900 Allow for carrying out pressure tests and
sterilization on the complete water supply
pipeline before handing over to WSD item ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI12.2/4 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I12 : Construction of Access Road (Area C)
Lump Sum Item LSI12.2 I12.2 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which has
been omitted from or has not been separately
itemised in this Lump Sum Breakdown and for
which a separate charge is required.
The unit of measurement for any Contractor's
Other Charge shall be "sum", with Quantity
and Rate columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI12.2/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I12 : Construction of Access Road (Area C)
Lump Sum Item LSI12.2 I12.2 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI2.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI12.2/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I12 : Construction of Access Road (Area C)
Lump Sum Item LSI12.2 I12.2 : Water Main
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI12.2
: Water Main
Page No. LSI12.2/1 ***
Page No. LSI12.2/2 ***
Page No. LSI12.2/3 ***
Page No. LSI12.2/4 ***
Page No. LSI12.2/5 ***
Page No. LSI12.2/6 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSI12.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 26 April 2002 LSI12.2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I12 : Construction of Access Road (Area C)
Lump Sum Item LSI12.3 I12.3 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
MECHANICAL INSTALLATIONS
BB1409 Design, supply and installation of the gas
supply system together with all necessary
builder's works in connection therewith in
accordance with the requirements of the Hong
Kong and China Gas Company Limited and
Appendix M to the Particular Specification sum ***
Sundries
BB1909 Provision of testing and commissioning for
the gas supply system sum ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI12.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI12.3/1 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I12 : Construction of Access Road (Area C)
Lump Sum Item LSI12.3 I12.3 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or thing
which is necessary for the execution of the
Works, as required by the Contract, which
has been omitted from or has not been
separately itemised in this Lump Sum
Breakdown and for which a separate charge is
required.
The unit of measurement for any Contractor's
Other Charge shall be "sum", with Quantity
and Rate columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI12.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI12.3/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I12 : Construction of Access Road (Area C)
Lump Sum Item LSI12.3 I12.3 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items in
accordance with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI12.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI12.3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I12 : Construction of Access Road (Area C)
Lump Sum Item LSI12.3 I12.3 : Gas Main
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI12.3 : Gas Main
Page No. LSI12.3/1 ***
Page No. LSI12.3/2 ***
Page No. LSI12.3/3 ***
------------------------------------------------------------------------------
Total of Lump Sum Item LSI12.3 ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI12.3/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I12 : Construction of Access Road (Area C)
Lump Sum Item LSI12.4 I12.4 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES
Drawpits
In situ concrete; for cabling and wiring works of
PCCW-HKT Telephone Limited; chamber size 870 x 2290 mm;
as Drawing nr. LCC300/31/C15/230
K231 depth not exceeding 1.5 m nr *** *** ***
Install Ducts (Supplied by PCCW-HKT); unplasticized
polyvinyl chloride to BS 3506:1969 Class B; solvent
welded joints to BS 4346 Part 1; with draw wire
K512 in trenches depth not exceeding 1.5 m; for cabling
and wiring works of PCCW-HKT Telephone Limited; in
shared trench laid with second duct m *** *** ***
Ducts; GI 100mm dia, with draw wires.
K?13 in trenches depth not exceeding 1.5 m; for cabling
and wiring works of PCCW-HKT Telephone Limited; in
shared trench laid with second duct m *** *** ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI12.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI12.4/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I12 : Construction of Access Road (Area C)
Lump Sum Item LSI12.4 I12.4 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate charge
is required.
The unit of measurement for any Contractor's Other
Charge shall be "sum", with Quantity and Rate
columns entered with "N/A".
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI12.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI12.4/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I12 : Construction of Access Road (Area C)
Lump Sum Item LSI12.4 I12.4 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI12.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI12.4/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I12 : Construction of Access Road (Area C)
Lump Sum Item LSI12.4 I12.4 : BWIC with Services
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI12.4 : BWIC with Services
Page No. LSI12.4/1 ***
Page No. LSI12.4/2 ***
Page No. LSI12.4/3 ***
------------------------------------------------------------------------------
Total of Lump Sum Item LSI12.4 ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI12.4/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D)
Lump Sum Item LSI13.1 I13.1 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
MECHANICAL INSTALLATIONS
BB1409 Design, supply and installation of the gas supply
system together with all necessary builder's
works in connection therewith in accordance with the
requirements of the Hong Kong and China Gas Company
Limited and Appendix M to the Particular
Specification sum ***
Sundries
BB1909 Provision of testing and commissioning for the gas
supply system sum ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI13.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI13.1/1 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D)
Lump Sum Item LSI13.1 I13.1 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate charge
is required.
The unit of measurement for any Contractor's Other
Charge shall be "sum", with Quantity and Rate
columns entered with "N/A".
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI13.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI13.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D)
Lump Sum Item LSI13.1 I13.1 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI13.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI13.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D)
Lump Sum Item LSI13.1 I13.1 : Gas Main
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLLECTION OF LUMP SUM ITEM LSI13.1
: Gas Main
Page No. LSI13.1/1 ***
Page No. LSI13.1/2 ***
Page No. LSI13.1/3 ***
------------------------------------------------------------------------------
Total of Lump Sum Item LSI13.1 ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI13.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D)
Lump Sum Item LSI13.2 I13.2 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Ductile spun iron pipe to BS 4772 Class K9;
flanged joints; cement mortar lining
Nominal bore; 150 mm
I311.1 not in trenches; inside pits or troughs
I312 in trenches depth not exceeding 1.5 m; incoming
water mains; in shared trench laid with two pipes m *** *** ***
Nominal bore; 200 mm
I311.2 not in trenches; inside pits m *** *** ***
Nominal bore; 300 mm
I321 not in trenches; inside pits or troughs m *** *** ***
I322 in trenches depth not exceeding 1.5 m; incoming
water mains; in shared trench laid with two pipes m *** *** ***
PIPEWORK - FITTINGS AND VALVES
Ductile spun iron pipe to BS 4772 class K9; flanged
joints; cement mortar lining
Bends
J311.1 nominal bore; 150 mm nr *** *** ***
J311.2 nominal bore; 200 mm nr *** *** ***
J312 nominal bore; 300 mm nr *** *** ***
Junctions and branches
J321 nominal bore; 150 mm nr *** *** ***
J322 nominal bore; 300 mm nr *** *** ***
Tapers
J332 nominal bore; 300 mm nr *** *** ***
Valves and penstocks
Single air valves
J861 nominal bore 25 mm nr *** *** ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI13.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI13.2/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D)
Lump Sum Item LSI13.2 I13.2 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
PIPEWORK - FITTINGS AND VALVES
Valves and penstocks (Cont'd)
Sluice valves
J891.1 nominal bore 150 mm nr *** *** ***
J891.2 nominal bore 200 mm nr *** *** ***
J891.3 nominal bore 300 mm nr *** *** ***
Valves for washout
J891.3 nominal bore 150 mm nr *** *** ***
J891.4 nominal bore 300 mm nr *** *** ***
Meters; 'Kent' Helix 3000
J891.5 nominal bore 150 mm nr *** *** ***
J891.6 nominal bore 200 mm nr *** *** ***
PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES
Valve pits
In situ concrete; for two valves
K231.1 depth not exceeding 1.5 m nr *** *** ***
Waste detection ▇▇▇▇▇▇▇▇
In situ concrete; Chamber No. WDC3
K231.2 depth not exceeding 1.5 m nr *** *** ***
In situ concrete; Chamber No. WDC4
K231.3 depth not exceeding 1.5 m nr *** *** ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI13.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI13.2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D)
Lump Sum Item LSI13.2 I13.2 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
PIPEWORK - SUPPORTS AND PROTECTION, ANCILLARIES TO
LAYING AND EXCAVATION
Beds
Mass concrete
L344 nominal distance 600-900 mm between inside faces of
outer pipe walls; for one pipe nominal bore 150 mm
and one pipe nominal bore 300 mm; as W.S.D. Standard
Drawing m *** *** ***
Concrete stools and thrust blocks; for bends
Volume 0.5-1 m3; mass concrete grade 20/20; for
horizontal and bottom vertical bends
L744 nominal distance 600-900 mm between inside faces of
outer pipe walls; for two pipes nr *** *** ***
Volume 10-12 m3; mass concrete grade 20/20; for
horizontal and bottom vertical bends
L784 nominal distance 600-900 mm between inside faces of
outer pipe walls; for two pipes nr *** *** ***
Concrete stools and thrust blocks; for junctions and
branches
Volume 2-4 m3; mass concrete grade 20/20
L762 nominal bore 200-300 mm nr *** *** ***
L784 nominal distance 600-900 mm between inside faces of
outer pipe walls; for two pipes nr *** *** ***
SEWER AND WATER MAIN REMOVATION AND ANCILLARY WORKS
Y900 Allow for carrying out pressure tests and
sterilization on the complete water supply pipeline
before handing over to WSD item *** *** ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI13.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI13.2/3 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D)
Lump Sum Item LSI13.2 I13.2 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate charge
is required.
The unit of measurement for any Contractor's Other
Charge shall be "sum", with Quantity and Rate
columns entered with "N/A".
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI13.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI13.2/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D)
Lump Sum Item LSI13.2 I13.2 : Water Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
GENERAL ITEM
Method-Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI13.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI13.2/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D)
Lump Sum Item LSI13.2 I13.2 : Water Main
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI13.2 : Water Main
Page No. LSI13.2/1 ***
Page No. LSI13.2/2 ***
Page No. LSI13.2/3 ***
Page No. LSI13.2/4 ***
Page No. LSI13.2/5 ***
------------------------------------------------------------------------------
Total of Lump Sum Item LSI13.2 ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI13.2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D)
Lump Sum Item LSI13.3 I13.3 : Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
UTILITIES
Provision of new services
Communications; systems of PCCW-HKT Telephone
Limited; as Drawing LCC300/31/C15/207 to 210
Appendix M to Particular Specification
Y162.1 telecommunications; provide open trenches and
backfill after PCCW-HKT cable installation sum ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI13.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI13.3/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D)
Lump Sum Item LSI13.3 I13.3 : Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate charge
is required.
The unit of measurement for any Contractor's Other
Charge shall be "sum", with Quantity and Rate
columns entered with "N/A".
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI13.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI13.3/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D)
Lump Sum Item LSI13.3 I13.3 : Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI13.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI13.3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D)
Lump Sum Item LSI13.3 I13.3 : Telephone Utilities
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI13 : Telephone Utilities
Page No. LSI13.3/1 ***
Page No. LSI13.3/2 ***
Page No. LSI13.3/3 ***
------------------------------------------------------------------------------
Total of Lump Sum Item LSI13.3 ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI13.3/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D)
Lump Sum Item LSI13.4 I13.4 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES
Drawpits
In situ concrete; for cabling and wiring works of
PCCW-HKT Telephone Limited; chamber size 870 x 2290 mm;
K231 depth not exceeding 1.5 m nr *** *** ***
Install Ducts (Supplied by PCCW-HKT);
unplasticized polyvinyl chloride to BS 3506:1969
Class B; solvent welded joints to BS 4346 Part 1;
with draw wire
K512 in trenches depth not exceeding 1.5 m; for cabling
and wiring works of PCCW-HKT Telephone Limited; in
shared trench laid with second duct m *** *** ***
Ducts; GI 100mm dia, with draw wires.
K513 in trenches depth not exceeding 1.5 m; for cabling
and wiring works of PCCW-HKT Telephone Limited; in
shared trench laid with second duct m *** *** ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI13.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI13.4/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D)
Lump Sum Item LSI13.4 I13.4 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate charge
is required.
The unit of measurement for any Contractor's Other
Charge shall be "sum", with Quantity and Rate columns
entered with "N/A".
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI13.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI13.4/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D)
Lump Sum Item LSI13.4 I13.4 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI13.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI13.4/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I13 : Widening of Boundary Patrol Road (Area D)
Lump Sum Item LSI13.4 I13.4 : BWIC with Services
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI13.4 : BWIC with Services
Page No. LSI13.4/1 ***
Page No. LSI13.4/2 ***
Page No. LSI13.4/3 ***
------------------------------------------------------------------------------
Total of Lump Sum Item LSI13.4 ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSI13.4/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I14 : ▇▇▇▇ Beds
Lump Sum Item LSI14.1 I14.1 : ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
CIVIL WORKS FOR ▇▇▇▇ BEDS
EARTHWORKS
Landscaping
Hydroseeding
E830.1 Hydroseeding m2 *** *** ***
E830.2 Hydroseeding; inclined at an angle exceeding
10 DEG. to the horizontal m2 *** *** ***
Plants
E840 Phragmities Reeds nr *** *** ***
Gravel mix
E890.1 Gravel mix m2 *** *** ***
E890.2 Gravel mix; inclined at an angle exceeding 10 DEG.
to the horizontal m2 *** *** ***
Grasscrete
E999 Grasscrete Type GC2; 600 x 600 x 150mm nr *** *** ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI14.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI14.1/1 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I14 : ▇▇▇▇ Beds
Lump Sum Item LSI14.1 I14.1 : ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
CIVIL WORKS FOR ▇▇▇▇ BEDS (CONT'D)
IN-SITU CONCRETE
Provision of concrete designed mix
F220 Class: 20/20; concrete category B m3 *** *** ***
F230 Class: 30/20; concrete category B m3 *** *** ***
F290 Class: 10/20; concrete category C m3 *** *** ***
Placing of mass concrete
Blinding; concrete category C
F511 Thickness not exceeding 150mm m3 *** *** ***
Base; concrete category B
F521.1 Thickness not exceeding 150mm m3 *** *** ***
Footing; concrete category B
F521.2 Thickness not exceeding 150mm m3 *** *** ***
F524 Thickness exceeding 500mm m3 *** *** ***
Other concrete form; apron; concrete category B
F581 Thickness not exceeding 150mm m3 *** *** ***
Placing of reinforced concrete
Other concrete forms; ramp; concrete category B
F681 Thickness: not exceeding 150mm m3 *** *** ***
Other concrete forms; steps, stairs and landings;
concrete category B
F682 waist: 150-300mm m3 *** *** ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI14.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI14.1/2 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I14 : ▇▇▇▇ Beds
Lump Sum Item LSI14.1 I14.1 : ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
CIVIL WORKS FOR ▇▇▇▇ BEDS (CONT'D)
CONCRETE ANCILLARIES
Formwork finish; type F2
Plane sloping
G324.1 Width: 0.4-1.22m m2 *** *** ***
Plane vertical
G341.1 Width: not exceeding 0.1m m *** *** ***
G342.1 Width: 0.1-0.2m m *** *** ***
G343.1 Width: 0.2-0.4m m2 *** *** ***
G344.1 Width: 0.4-1.22m m2 *** *** ***
G345.1 Width exceeding 1.22m m2 *** *** ***
For voids
G375 Large void depth: not exceeding 0.5m nr *** *** ***
Formwork finish; type F5
Sloping upper surface
G323 Width: 0.2-0.4m m2 *** *** ***
G324.2 Width: 0.4-1.22m m2 *** *** ***
Plane vertical
G341.2 Width: not exceeding 0.1m m *** *** ***
G342.2 Width: 0.1-0.2m m *** *** ***
G343.2 Width: 0.2-0.4m m2 *** *** ***
G344.2 Width: 0.4-1.22m m2 *** *** ***
G345.2 Width exceeding 1.22m m2 *** *** ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI14.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI14.1/3 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I14 : ▇▇▇▇ Beds
Lump Sum Item LSI14.1 I14.1 : ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
CIVIL WORKS FOR ▇▇▇▇ BEDS (CONT'D)
CONCRETE ANCILLARIES (CONT'D)
Reinforcement
Deformed high yield steel bars to BS4449
G522 Diameter 12mm t *** *** ***
G523 Diameter 16mm t *** *** ***
G524 Diameter 20mm t *** *** ***
G525 Diameter 25mm t *** *** ***
Steel fabric to BS4483 Ref. No. A393
G566 Nominal mass: 6-7kg/m2 m2 *** *** ***
Concrete accessories
Finishing of top surfaces
G813 Type U5 m2 *** *** ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI14.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI14.1/4 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I14 : ▇▇▇▇ Beds
Lump Sum Item LSI14.1 I14.1 : ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
CIVIL WORKS FOR ▇▇▇▇ BEDS (CONT'D)
PRECAST CONCRETE
Outlet head wall
Precast concrete units for outlet head wall as shown
on Drawing No. LCC300/31/C07/105
H995 Mass: 2-5t nr *** *** ***
H996 Mass: 5-10t nr *** *** ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI14.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI14.1/5 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I14 : ▇▇▇▇ Beds
Lump Sum Item LSI14.1 I14.1 : ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
CIVIL WORKS FOR ▇▇▇▇ BEDS (CONT'D)
PIPEWORK - PIPES
Concrete pipes to BS5911 Class M; flexible spigot,
and socket joints; lined with polyvinyl chloride or
high density polyethylene as specified in Standard
Specification 6.3.01
I222 Nominal bore: 200-300mm; in trench depth not
exceeding 1.5m m *** *** ***
I223 Nominal bore: 200-300mm; in trench depth 1.5-2.0m m *** *** ***
I224 Nominal bore: 200-300mm; in trench depth 2.0-2.5m m *** *** ***
I232 Nominal bore: 300-600mm; in trench depth not
exceeding 1.5m m *** *** ***
I233 Nominal bore: 300-600mm; in trench depth 1.5-2.0m m *** *** ***
I237 Nominal bore: 300-600mm; in trench depth 3.5-4.0m m *** *** ***
I239 Nominal bore: 300-600mm; in trench depth 4.0-4.5m m *** *** ***
I243 Nominal bore: 600-900mm; in trench depth 1.5-2.0m m *** *** ***
DI pipes to BS 4772; flexible joints and push-in
joints; lined internally with cement mortar and
coated externally with bituminous coating; as
specified in Standard specification 6.3.03
I332 Nominal bore not 300-600mm; in trench depth not
exceeding 1.5m m *** *** ***
I333 Nominal bore not 300-600mm; trench depth 1.5-2.0m m *** *** ***
I334 Nominal bore not 300-600mm; trench depth 2.0-2.5m m *** *** ***
I335 Nominal bore not 300-600mm; trench depth 2.5-3.0m m *** *** ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI14.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI14.1/6 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I14 : ▇▇▇▇ Beds
Lump Sum Item LSI14.1 I14.1 : ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
CIVIL WORKS FOR ▇▇▇▇ BEDS (CONT'D)
PIPEWORK - PIPES (CONT'D)
DI pipes to BS 4772; flexible joints and push-in
joints; lined internally with cement mortar and
coated externally with bituminous coating; as
specified in Standard Specification 6.3.03 (Cont'd)
I336 Nominal bore not 300-600mm; trench depth 3.0-3.5m m *** *** ***
I337 Nominal bore not 300-600mm; trench depth 3.5-4.0m m *** *** ***
I338 Nominal bore not 300-600mm; trench depth 4.0-4.5m m *** *** ***
I352 Nominal bore not 900-1200mm; in trench depth not
exceeding 1.5m m *** *** ***
I353 Nominal bore not 900-1200mm; trench depth 1.5-2.0m m *** *** ***
I354 Nominal bore not 900-1200mm; trench depth 2.0-2.5m m *** *** ***
I355 Nominal bore not 900-1200mm; trench depth 2.5-3.0m m *** *** ***
I356 Nominal bore not 900-1200mm; trench depth 3 .0-3.5m m *** *** ***
I357 Nominal bore not 900-1200mm; trench depth 3.5-4.0m m *** *** ***
I358 Nominal bore not 900-1200mm; trench depth 4.0-4.5m m *** *** ***
uPVC pipes to BS3506; solvent welded spigot and
socket joints as Standard Specification 6.3.05
I511 Nominal bore not exceeding 200mm; not in trenches m *** *** ***
I512 Nominal bore not exceeding 200mm; in trench depth
not exceeding 1.5m m *** *** ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI14.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI14.1/7 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I14 : ▇▇▇▇ Beds
Lump Sum Item LSI14.1 I14.1 : ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
CIVIL WORKS FOR ▇▇▇▇ BEDS (CONT'D)
PIPEWORK - FITTINGS AND VALVES
uPVC pipe fittings; solvent
welded spigot and socket joints
J411.1 Bends; nominal bore not exceeding 200mm;
not in trench; nr *** *** ***
J411.2 Bends; nominal bore not exceeding 200mm;
not in trench; with O-ring seal nr *** *** ***
Gate valve; hand operated; cast iron
J813 nominal bore 300-600mm nr *** *** ***
J815 nominal bore 900-1200mm nr *** *** ***
Flap valve: cash iron
J899 nominal bore 200-300mm nr *** *** ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI14.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI14.1/8 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I14 : ▇▇▇▇ Beds
Lump Sum Item LSI14.1 I14.1 : ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
CIVIL WORKS FOR ▇▇▇▇ BEDS (CONT'D)
PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES
Manholes
K131 Type G; in situ concrete; depth not exceeding 1.5m;
with heavy duty cover; as D.S.D. Standard Drawing
DS 1007 nr *** *** ***
K132 Type H; in situ concrete; depth 1.5-2.0m; with heavy
duty cover; as D.S.D. Standard Drawing DS 1009 nr *** *** ***
K137 Type I; in situ concrete; depth 4.0-4.5m; with heavy
duty cover; as D.S.D. Standard Drawing DS 1011 nr *** *** ***
Other stated ▇▇▇▇▇▇▇▇
K231.1 Flowmeter chamber; in situ concrete; concrete grade
40/20; depth not exceeding 1.5m; with cast iron
multiple span gatic medium duty cover; as Drawing
No. LCC300/31/C07/115 nr *** *** ***
K231.2 Valve chamber; in-situ concrete; concrete grade
30/20; depth not exceeding 1.5m; with precast
concrete cover; as W.S.D Standard Drawing No.
WSD1.11C and WSD1.12B nr *** *** ***
K231.3 Drawpit; in situ concrete; concrete grade 30/20; for
cabling and wiring works; depth not exceeding 1.5m;
precast concrete cover nr *** *** ***
K232.1 Equalization tank; in situ concrete; concrete grade
30/20; depth 1.5-2.0m; with heavy duty cover nr *** *** ***
K233.1 Pump pit for ▇▇▇▇ Bed No.1; in situ concrete;
concrete grade 30/20; depth 2.0-2.5m as Drawing No.
LCC300/31/C07/007 and LCC300/31/C07/111 nr *** *** ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI14.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI14.1/9 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I14 : ▇▇▇▇ Beds
Lump Sum Item LSI14.1 I14.1 : ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
CIVIL WORKS FOR ▇▇▇▇ BEDS (CONT'D)
PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES
(CONT'D)
Other stated ▇▇▇▇▇▇▇▇ (Cont'd)
K233.2 Pump pit for ▇▇▇▇ Bed No.2; in situ concrete;
concrete grade 30/20; depth 2.0-2.5m as Drawing No.
LCC300/31/C07/007 and LCC300/31/C07/111 nr *** *** ***
K233.3 Pump pit for ▇▇▇▇ Bed No.3; in situ concrete;
concrete grade 30/20; depth 2.0-2.5m as Drawing No.
LCC300/31/C07/007 and LCC300/31/C07/111 nr *** *** ***
K233.4 Pump pit for ▇▇▇▇ Bed No.4; in situ concrete;
concrete grade 30/20; depth 2.0-2.5m as Drawing No.
LCC300/31/C07/007 and LCC300/31/C07/111 nr *** *** ***
K233.5 Pump pit for ▇▇▇▇ Bed No.5; in situ concrete;
concrete grade 30/20; depth 2.0-2.5m as Drawing No.
LCC300/31/C07/007 and LCC300/31/C07/111 nr *** *** ***
K233.6 Pump pit for ▇▇▇▇ Bed No.6; in situ concrete;
concrete grade 30/20; depth 2.0-2.5m as Drawing No.
LCC300/31/C07/007 and LCC300/31/C07/111 nr *** *** ***
K233.7 Pump pit for ▇▇▇▇ Bed No.7; in situ concrete;
concrete grade 30/20; depth 2.0-2.5m as Drawing No.
LCC300/31/C07/007 and LCC300/31/C07/111 nr *** *** ***
K233.8 Pump pit for ▇▇▇▇ Bed No.8; in situ concrete;
concrete grade 30/20; depth 2.0-2.5m as Drawing No.
LCC300/31/C07/007 and LCC300/31/C07/111 nr *** *** ***
K237.1 Pump pit; in situ concrete; concrete grade 40/20;
depth 5.0-5.5m; with cast iron multiple span gatic
medium duty cover; as Drawing No. LCC300/31/C07/115 nr *** *** ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI14.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI14.1/10 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I14 : ▇▇▇▇ Beds
Lump Sum Item LSI14.1 I14.1 : ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
CIVIL WORKS FOR ▇▇▇▇ BEDS (CONT'D)
PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES (CONT'D)
Other stated ▇▇▇▇▇▇▇▇ (Cont'd)
K237.2 Gate valve chamber; in-situ concrete; concrete grade
30/20; depth 4.0-4.5m; with heavy duty cover; as
W.S.D Standard Drawing No. WSD1.11C and WSD1.12B nr *** *** ***
K256 Gate valve chamber; precast concrete; concrete grade
30/20; depth 3.5-4.0m; with heavy duty cover; as
Drawing No. LCC300/31/C15/501 nr *** *** ***
K257 Gate valve chamber; precast concrete; concrete grade
30/20; depth 4.0-4.5m; with heavy duty cover; as
Drawing No. LCC300/31/C15/501 nr *** *** ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI14.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI14.1/11 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I14 : ▇▇▇▇ Beds
Lump Sum Item LSI14.1 I14.1 : ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
CIVIL WORKS FOR ▇▇▇▇ BEDS (CONT'D)
PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES
Other pipework ancillaries
K862 Connection to existing San Tin Eastern main drainage
channel; nominal bore 200-300mm nr *** *** ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI14.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI14.1/12 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I14 : ▇▇▇▇ Beds
Lump Sum Item LSI14.1 I14.1 : ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
CIVIL WORKS FOR ▇▇▇▇ BEDS (CONT'D)
PIPEWORK - SUPPORTS AND PROTECTION, ANCILLARIES TO
LAYING AND EXCAVATION
Concrete stools and thrust block : concrete grade
20/20; reinforced concrete
L741.1 Volume 0.5-1m3; nominal bore not exceeding 200mm nr *** *** ***
L751.2 Volume 1-2m3; nominal bore not exceeding 200mm nr *** *** ***
Concrete stools and thrust block : concrete grade
20/20; mass concrete
L741.2 Volume 0.5-1m3; nominal bore not exceeding 200mm nr *** *** ***
L751.2 Volume 1-2m3; nominal bore not exceeding 200mm nr *** *** ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI14.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI14.1/13 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I14 : ▇▇▇▇ Beds
Lump Sum Item LSI14.1 I14.1 : ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
CIVIL WORKS FOR ▇▇▇▇ BEDS (CONT'D)
MISCELLANEOUS METALWORK
Mild steel railings; hand railings as HyD Drawing
No. H2135A
N140 Straight on plan m *** *** ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI14.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI14.1/14 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I14 : ▇▇▇▇ Beds
Lump Sum Item LSI14.1 I14.1 : ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
CIVIL WORKS FOR ▇▇▇▇ BEDS (CONT'D)
ROADS AND PAVINGS (CONT'D)
Sub-bases, flexible road bases and surfacing
Granular material type 1 as specified
R115 Depth 150 - 200mm m2 *** *** ***
R116 Depth 200 - 250mm m2 *** *** ***
R117.1 Depth 250 - 300mm m2 *** *** ***
Granular material type 1 as specified; inclined at
an angle exceeding 10 DEG. to the horizontal
R117.2 Depth 250 - 300mm m2 *** *** ***
Geosynthetic reinforcement
R170 Geosynthetic reinforcement; geotextile; tensile
strength of 200kN/m (minimum) m2 *** *** ***
Sand
R192 Depth 30 - 60mm m2 *** *** ***
R193 Depth 60 - 100mm m2 *** *** ***
Steel fabric reinforcement to BS4483 Ref. No. 252
R443 Nominal mass: 3 - 4kg/m2 m2 *** *** ***
▇▇▇▇▇, channels and edgings
In-situ concrete rectangular channels; concrete
grade 30/20; 700mm wide x 750mm (minimum) deep to
invert level; with hinged grating
R681 Straight or curved to radius exceeding 12m m *** *** ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI14.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI14.1/15 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I14 : ▇▇▇▇ Beds
Lump Sum Item LSI14.1 I14.1 : ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
CIVIL WORKS FOR ▇▇▇▇ BEDS (CONT'D)
WATERPROOFING
Tanking
HDPE bentonite reinforced water proofing membrane
liner; two coats; 5mm thick
W231 Upper surfaces inclined at an angle not exceeding
30 DEG. the horizontal m2 *** *** ***
W233 Upper surfaces inclined at an angle exceeding
60 DEG. the horizontal m2 *** *** ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI14.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI14.1/16 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I14 : ▇▇▇▇ Beds
Lump Sum Item LSI14.1 I14.1 : ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
CIVIL WORKS FOR ▇▇▇▇ BEDS (CONT'D)
MISCELLANEOUS WORK
Rock filled gabions
Box Gabion; 1000x500x600mm high
X410.1 Size of 60-100mm stone; double twist hexagonal woven
mesh; PVC coated heavily galvanised steel wire mesh
and 2.2-3.4mm diameter mesh wire as specified in
Appendix QQ to Particular Specification nr *** *** ***
Box Gabion; 1000x500x1000mm high
X410.2 Size of 60-100mm stone; double twist hexagonal woven
mesh; PVC coated heavily galvanised steel wire mesh
and 2.2-3.4mm diameter mesh wire as specified in
Appendix QQ to Particular Specification nr *** *** ***
Box Gabion; 1000x500x950mm high
X410.3 Size of 200mm rock; double twist hexagonal woven
mesh; PVC coated heavily galvanised steel wire mesh
and 2.2-3.4mm diameter mesh wire as specified in
Appendix QQ to Particular specification nr *** *** ***
Testing and commissioning
X999.1 Provision of testing and commissioning as specified
in Appendix QQ to Particular Specification sum ***
Maintenance and operation
X999.2 Maintenance and operation for the Reedbeds System
during the Defects Liability Period as specified in
Appendix QQ to Particular Specification sum ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI14.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI14.1/17 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I14 : ▇▇▇▇ Beds
Lump Sum Item LSI14.1 I14.1 : ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
CIVIL WORKS FOR ▇▇▇▇ BEDS (CONT'D)
MISCELLANEOUS WORK (CONT'D)
Site Trial
X999.3 Provision of Site Trial for Gravel Mix as specified
in Appendix QQ to Particular Specification sum ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI14.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI14.1/18 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I14 : ▇▇▇▇ Beds
Lump Sum Item LSI14.1 I14.1 : ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
BUILDING SERVICES FOR ▇▇▇▇ REDS
ELECTRICAL INSTALLATIONS
Earthing and lighting protection system
BA0809 Design, supply and install the earthing system;
including all necessary fixing and accessories as
specified in Appendix QQ to Particular Specification sum ***
Telemetry system
BA0901.1 Design, supply and install the telemetry system;
including all necessary accessories, instruments,
interconnecting wirings and direct telephone link as
specified in Appendix QQ to Particular Specification sum ***
Power and control system
BA0901.2 Design, supply and install the power and control
system; including switchgears, control gears,
switchboards, control boards, starters, indication
lights, push buttons, control and auxiliary relays,
fuse links, all necessary accessories, instruments
and interconnecting wirings as specified in Appendix
QQ to Particular Specification sum ***
Pillar box; for submersible pumps control panel as
shown on Drawings No. LCC300/31/C07/106,110,111,
112 and 115
BA0901.3 Size: 1200mm x 500mm x 1500mm high nr *** *** ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI14.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI14.1/19 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I14 : ▇▇▇▇ Beds
Lump Sum Item LSI14.1 I14.1 : ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
BUILDING SERVICES FOR ▇▇▇▇ BEDS (CONT'D)
ELECTRICAL INSTALLATIONS (CONT'D)
Power and control system (Cont'd)
600/1000V PVC/SWA/PVC or XPLE/SWA/PVC cables with
copper conductors
Laid in trench
BA0906.1 4-core; 2.5mm2 m *** *** ***
BA0906.2 4-core; 10.0mm2 m *** *** ***
Drawn into underground pipeduct
BA0906.3 4-core; 2.5mm2 m *** *** ***
BA0906.4 4-core; 10.0mm2 m *** *** ***
Hot dipped galvanised mild steel ductings and
fittings
Laid underground
BA1005.1 150mm diameter m *** *** ***
Extra over 150mm diameter ductings for
BA1005.2 bend nr *** *** ***
uPVC ductings and fittings
Laid underground
BA1005.3 150mm diameter m *** *** ***
Extra over 150mm diameter ductings for
BA1005.4 bend nr *** *** ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI14.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI14.1/20 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I14 : ▇▇▇▇ Beds
Lump Sum Item LSI14.1 I14.1 : ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
BUILDING SERVICES FOR ▇▇▇▇ BEDS (CONT'D)
ELECTRICAL INSTALLATIONS (CONT'D)
Sundries
Spare parts
BA1110.1 Provision of spare parts for the Control Panels as
specified in Appendix QQ to Particular Specification sum ***
Testing and commissioning
BA1110.2 Provision of testing and commissioning as specified
in Appendix QQ to Particular Specification sum ***
Maintenance and operation
BA1110.3 Maintenance and operation for the Reedbeds System
during the Defects Liability Period as specified in
Appendix QQ to Particular Specification sum ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI14.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI14.1/21 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I14 : ▇▇▇▇ Beds
Lump Sum Item LSI14.1 I14.1 : ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
BUILDING SERVICES FOR ▇▇▇▇ BEDS (CONT'D)
MECHANICAL INSTALLATIONS
Lifting equipment
BB1401.1 Design, supply and install movable G.I. A-frame
lifting equipment as specified in Appendix QQ to
Particular Specification nr *** *** ***
Electric actuators and penstocks
BB1401.2 Supply and install electric actuators and penstocks
as specified in Appendix QQ to Particular
Specification nr *** *** ***
Sundries
Spare parts
BB1909.1 Provision of spare parts for the Chain Hoists as
specified in Appendix QQ to Particular Specification sum ***
Testing and commissioning
BB1909.2 Provision of testing and commissioning as specified
in Appendix QQ to Particular Specification sum ***
Maintenance and operation
BB1909.3 Maintenance and operation for the Reedbeds System
during the Defects Liability Period as specified in
Appendix QQ to Particular Specification sum ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI14.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI14.1/22 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I14 : ▇▇▇▇ Beds
Lump Sum Item LSI14.1 I14.1 : ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
BUILDING SERVICES FOR ▇▇▇▇ BEDS (CONT'D)
PLUMBING INSTALLATIONS
Submersible pumps; including all necessary
accessories and interconnecting wirings and cables;
as specified in Appendix QQ to Particular
Specification and Drawings No. LCC300/31/C07/106,
111,112 and 115
BC0901.1 Capacity : 500m3 per day nr *** *** ***
BC0901.2 Capacity : 850m3 per day nr *** *** ***
Electromagnetic flowmeters; including all necessary
accessories and interconnecting wirings; as
specified in Appendix QQ to Particular Specification
BC0901.3 80mm diameter nr *** *** ***
BC0901.4 200mm diameter nr *** *** ***
Gate valves; cast iron
BC0901.5 80mm diameter nr *** *** ***
BC0901.6 200mm diameter nr *** *** ***
Check valves; cast iron
BC0901.7 80mm diameter nr *** *** ***
BC0901.8 200mm diameter nr *** *** ***
Single air valves; cast iron
BC0901.9 200mm diameter nr *** *** ***
Aeration system
BC0901.10 Design, supply and install the aeration system for
storage ponds; including all necessary
accessories; as specified in Drawing No.
LCC300/31/C07/101 sum ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI14.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI14.1/23 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I14 : ▇▇▇▇ Beds
Lump Sum Item LSI14.1 I14.1 : ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
BUILDING SERVICES FOR ▇▇▇▇ BEDS (CONT'D)
PLUMBING INSTALLATIONS
Ductile iron pipes and fittings; B.S. 4772
Laying in trenches; flange joints
BC0903.1 80mm diameter m *** *** ***
BC0903.2 150mm diameter m *** *** ***
BC0903.3 200mm diameter m *** *** ***
Laying in trenches with concrete surround; flange
joints
BC0903.4 200mm diameter m *** *** ***
Fixing to walls; flange joints
BC0903.5 80mm diameter m *** *** ***
BC0903.6 100mm diameter m *** *** ***
BC0903.7 150mm diameter m *** *** ***
BC0903.8 200mm diameter m *** *** ***
Supporting on floor; flange joints
BC0903.9 80mm diameter m *** *** ***
BC0903.10 100mm diameter m *** *** ***
BC0903.11 150mm diameter m *** *** ***
BC0903.12 200mm diameter m *** *** ***
Extra over 80mm diameter pipe for
BC0903.13 flanged bends nr *** *** ***
BC0903.14 flanged tees nr *** *** ***
BC0903.15 puddle flanges nr *** *** ***
BC0903.16 blank flanges nr *** *** ***
BC0903.17 flanged adopters hr *** *** ***
BC0903.18 flanged spigot pipes hr *** *** ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI14.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI14.1/24 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I14 : ▇▇▇▇ Beds
Lump Sum Item LSI14.1 I14.1 : ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
BUILDING SERVICES FOR ▇▇▇▇ BEDS (CONT'D)
PLUMBING INSTALLATIONS
Ductile iron pipes and fittings; B.S. 4772 (Cont'd)
Extra over 100mm diameter pipe for
BC0903.19 flanged bends nr *** *** ***
BC0903.20 flanged tees nr *** *** ***
BC0903.21 puddle flanges nr *** *** ***
BC0903.22 flanged adopters nr *** *** ***
BC0903.23 flanged spigot pipes nr *** *** ***
Extra over 150mm diameter pipe for
BC0903.24 flanged bends nr *** *** ***
BC0903.25 flanged tees nr *** *** ***
BC0903.26 puddle flanges nr *** *** ***
BC0903.27 flanged adopters nr *** *** ***
BC0903.28 flanged spigot pipes nr *** *** ***
Extra over 200mm diameter pipe for
BC0903.29 flanged bends nr *** *** ***
BC0903.30 flanged tees nr *** *** ***
BC0903.31 puddle flanges nr *** *** ***
BC0903.32 flanged adopters nr *** *** ***
BC0903.33 flanged spigot pipes nr *** *** ***
BC0903.34 ▇▇▇▇ mouth nr *** *** ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI14.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI14.1/25 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I14 : ▇▇▇▇ Beds
Lump Sum Item LSI14.1 I14.1 : ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
BUILDING SERVICES FOR ▇▇▇▇ BEDS (CONT'D)
PLUMBING INSTALLATIONS
Sundries
Spare parts and special tools
BC1007.1 Provision of spare parts for the submersible pumps
as specified in Appendix QQ to Particular
Specification sum ***
BC1007.2 Provision of portable sump pump as specified in
Appendix QQ to Particular Specification nr *** *** ***
Testing and commissioning
BC1007.3 Provision of testing and commissioning as specified
in Appendix QQ to Particular Specification sum ***
Maintenance and operation
BC1007.4 Maintenance and operation for the Reedbeds System
during the Defects Liability Period as specified in
Appendix QQ to Particular Specification sum ***
Site Trial
BC1007.5 Provision of Site Trial for Gravel Mix as specified
in Appendix QQ to Particular Specification sum ***
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI14.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI14.1/26 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I14 : ▇▇▇▇ Beds
Lump Sum Item LSI14.1 I14.1 : ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as
required by the Contract, which has been omitted
from or has not been separately itemised in this
Lump Sum Breakdown and for which a separate charge
is required.
The unit of measurement for any Contractor's Other
Charge shall be "sum", with Quantity and Rates of
Columns entered with "N/A".
-----------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI14.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSI14.1/27 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : External Works
Lump Sum Breakdown I14: ▇▇▇▇ Beds
Lump Sum Item LSI14.1 I14.1: ▇▇▇▇ Beds
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in accordance
with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSI14.1 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1: 28 June 2002 LSI14.1/28 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-301 Cost Centre I : External Works
Lump Sum Breakdown I14: ▇▇▇▇ Beds
Lump Sum Item LSI14.1 I14.1: ▇▇▇▇ Beds
ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI14.1
: ▇▇▇▇ Bed
Page No. LSI14.1/1 ***
Page No. LSI14.1/2 ***
Page No. LSI14.1/3 ***
Page No. LSI14.1/4 ***
Page No. LSI14.1/5 ***
Page No. LSI14.1/6 ***
Page No. LSI14.1/7 ***
Page No. LSI14.1/8 ***
Page No. LSI14.1/9 ***
Page No. LSI14.1/10 ***
Page No. LSI14.1/11 ***
Page No. LSI14.1/12 ***
Page No. LSI14.1/13 ***
Page No. LSI14.1/14 ***
Page No. LSI14.1/15 ***
Page No. LSI14.1/16 ***
Page No. LSI14.1/17 ***
Page No. LSI14.1/18 ***
Page No. LSI14.1/19 ***
Page No. LSI14.1/20 ***
----------------------------------------------------------------------
Carried Forward ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1: 28 June 2002 LSI14.1/COL/1 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-301 Cost Centre I : External Works
Lump Sum Breakdown I14: ▇▇▇▇ Beds
Lump Sum Item LSI14.1 I14.1: ▇▇▇▇ Bed
ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------
COLLECTION OF LUMP SUM LSI14.1
: ▇▇▇▇ Bed
Brought Forward ***
Page No. LSI14.1/21 ***
Page No. LSI14.1/22 ***
Page No. LSI14.1/23 ***
Page No. LSI14.1/24 ***
Page No. LSI14.1/25 ***
Page No. LSI14.1/26 ***
Page No. LSI14.1/27 ***
Page No. LSI14.1/28 ***
----------------------------------------------------------------------
Total of Lump Sum Item LSI14.1 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1: 28 June 2002 LSI14.1/COL/2 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I15 : Gas Main
Lump Sum Item LSI15.1 I15.1 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------
MECHANICAL INSTALLATIONS
BB1409 Design, supply and installation of
the gas supply system together with
all necessary builder's works in
connection therewith in accordance
with the requirements of the Hong
Kong and China Gas Company Limited
and Appendix M to the Particular
Specification sum ***
Sundries
BB1909 Provision of testing and
commissioning for the gas supply
system sum ***
-------------------------------------------------------------------------------------------------------------------
Total of Lump Sum Item LSI15.1 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1: 28 June 2002 LSI15.1/1 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I15 : Gas Main
Lump Sum Item LSI15.1 I15.1 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of work
or obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in
this Lump Sum Breakdown and for
which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A".
-------------------------------------------------------------------------------------------------------------------
Total of Lump Sum Item LSI15.1 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1: 28 June 2002 LSI15.1/2 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I15 : Gas Main
Lump Sum Item LSI15.1 I15.1 : Gas Main
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in accordance
with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------------
Total of Lump Sum Item LSI15.1 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1: 28 June 2002 LSI15.1/3 Contract No. LCC-300
Addendum No. 1
Contract No. LCC-300 Cost Centre I : EXTERNAL WORKS
Lump Sum Breakdown I15 : Gas Main
Lump Sum Item LSI15.1 I15.1 : Gas Main
ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSI15.1
: Gas Main
Page No. LSI15.1/1 ***
Page No. LSI15.1/2 ***
Page No. LSI15.1/3 ***
----------------------------------------------------------------------
Total of Lump Sum Item LSI15.1 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1: 28 June 2002 LSI15.1/COL/1 Contract No. LCC-300
Addendum No. 1
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES
APPENDIX 2
TO
THE FORM OF TENDER
PRICING DOCUMENT
SCHEDULE OF MILESTONES
[STAMP]
Rev.0: 26 April 2002 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES
COST CENTRE A
PRELIMINARIES AND GENERAL REQUIREMENTS
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
--------------------------------------------------------------------------------------------------------
A1 1. Submission of an initial version of the Works Programme (GS 29 November
Clause G2.6(1)). 2002
2. Submission of initial Three Month Rolling Programme (GS
Clause G2.7).
3. Submission of the Contractor's Bond, Parent Company
Guarantee and Parent Company Undertaking (GCC Clause 14.1).
4. Submission of evidence to the satisfaction of the Engineer
that Professional Indemnity Insurance has been effected (GCC
Clause 33.1(f))
5. Submission of design of Temporary Fill Delivery Facilities,
together with the corresponding Independent Checking
Engineer's certificate (PS Clause P3.7)
6. Submission of Project Quality Plan, Quality Manual, the
quality system procedures/ associated system instructions /
forms in accordance with the G20.2(2)
7. Submission of EM&A Manual (GS Clause G8.1(10) and PS Clause
P27.3)
8. Submission of detailed particulars of the appointed Traffic
Consultant and his nominated Traffic Engineer (GS Clause
G5.3(2))
9. Submission of final Environmental Management Plan (EMP) (GS
Clause G8.1(2))
10. Completion of the signboard (GS Clause G15.4)
11. Provision of transport for the Engineer (GS Clause G15.8(1)
and PS Clause P25.5)
12. Submission of the Contractor's Staff Organization Plan and
Superintendence Details (GS Clause 3.1(2), 3.2 and 3.3(4))
13. Completion of Hoarding (GS Clause G15.4 and PS Clause P3.5)
14. Completion of Engineer's Temporary Site Office Compound and
associated access road.
[STAMP]
Rev.2: 28 October 2002 SM/1 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES
COST CENTRE A
PRELIMINARIES AND GENERAL REQUIREMENTS
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
--------------------------------------------------------------------------------------------------------
A1 15. Apply and obtain Contractor's Environmental Permit (PS
Clause P27.2)
16. Liaise with and obtain consent and approval from HKPF, ASD,
EMSD and Relevant Authorities for the provision of the
temporary Boundary Security Fences and re-provision of the
permanent Boundary Security Fences
A2 1. Submission of Safety and Health Manual and Safety and Health 27 December
Plan (GS Clause G4.5.01(1)) 2002
2. Submission of a detailed programme for production and
submission of method statements (GS Clause G4.5.05(3))
3. Obtain the Engineer's notice of no objection to Quality
Manual, Project Quality Plan and Quality System Procedures/
associated system instructions/ forms
4. Submission of System Safety Programme Plan (GS Appendix
AG1.2 Clause 5.2)
5. Submission of Interface Management Plan for Project
Contractors (GS Clause G9.5(2))
6. Submission of System Assurance Validation Plan (PS Clause
P39.1(2))
7. Submission of full version of Works Programme (GS Clause
G2.2(2))
A3 1. Obtain the Engineer's notice of no objection to the Safety 31 January 2003
and Health Manual and Safety and Health Plan
2. Obtain the approval by the Environmental Protection
Department of the Contractor's EM&A Manual
3. Completion of the construction of the Temporary Fill
Delivery Facilities by marine transport to and off the
filling areas
4. Obtain all necessary approvals, consents and permits for the
commencement of delivery of filling materials and sand
filling works
5. Completion of initial land survey and precondition survey
(PS Clause P3.1 and P3.2)
[STAMP]
Rev.2: 28 October 2002 SM/2 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES
COST CENTRE A
PRELIMINARIES AND GENERAL REQUIREMENTS
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
--------------------------------------------------------------------------------------------------------
A4 1. Obtain the Engineer's confirmation of effective 28 February 2003
implementation of programming, Systems Assurance, Quality
and Environmental Management Systems
2. Completion of the Engineer's Site Office compound and
associated access road
A5 Successfully complete a safety audit to the safety performance 30 May 2003
standard as described in the GS G4, Health & Safety, Section
4.6.03 (GS Clause G4.6.03)
A6 1. Obtain the Engineer's confirmation of effective 29 August 2003
implementation of programming, Systems Assurance, Quality
and Environmental Management Systems
2. Complete Site formation including surcharge in Zone 4.
A7 Successfully complete a safety audit to the safety performance 28 November
standard as described in the GS G4, Health & Safety, Section 2003
4.6.03 (GS Clause G4.6.03)
A8 1. Obtain the Engineer's confirmation of effective 27 February 2004
implementation of programming, Systems Assurance, Quality
and Environmental Management Systems
A9 Successfully complete a safety audit to the safety performance 28 May 2004
standard as described in the GS G4, Health & Safety, Section
4.6.03 (GS Clause G4.6.03)
[STAMP]
Rev.2: 28 October 2002 SM/3 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES
COST CENTRE A
PRELIMINARIES AND GENERAL REQUIREMENTS
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
--------------------------------------------------------------------------------------------------------
A10 1. Obtaining the Engineer's confirmation of effective 31 August 2004
implementation of programming, Systems Assurance, Quality
and Environmental Management Systems
2. Complete the foundation and piers up to abutments level at
the LMC Terminus east end for receiving the viaducts to be
constructed by the LCC-202 contractor
A11 Successfully complete a safety audit to the safety performance 26 November
standard as described in the GS G4, Health & Safety, Section 2004
4.6.03 (GS Clause G4.6.03)
A12 1. Obtaining the Engineer's confirmation of effective 28 February 2005
implementation of programming, Systems Assurance, Quality
and Environmental Management Systems
2. Achieve Category 6 Degree 1 Completion for the station track
area and Category 1 Degree 1 Completion for the overrun
track
A13 Successfully complete a safety audit to the safety performance 27 May 2005
standard as described in the GS G4, Health & Safety, Section
4.6.03 (GS Clause G4.6.03)
A14 Obtain the Engineer's confirmation of effective implementation of 26 August 2005
programming, Systems Assurance, Quality and Environmental
Management Systems
A15 Successfully complete a safety audit to the safety performance 25 November
standard as described in the GS G4, Health & Safety, Section 2005
4.6.03 (GS Clause G4.6.03)
[STAMP]
Rev.2: 28 October 2002 SM/4 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES
COST CENTRE A
PRELIMINARIES AND GENERAL REQUIREMENTS
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
--------------------------------------------------------------------------------------------------------
A16 1. Obtaining the Engineer's confirmation of effective 28 February 2006
implementation of programming, Systems Assurance, Quality
and Environmental Management Systems
2. Achieve energisation of the LV system and provide permanent
electricity power supply to all rooms and areas of the
Terminus and ancillary buildings to Project Contractors
3. Submit draft version O&M Manual in accordance with GS Clause
G28
A17 1. Successfully complete a safety audit to the safety 26 May 2006
performance standard as described in the GS G4, Health &
Safety, Section 4.6.03 (GS Clause G4.6.03)
2. Submit final version of the O&M Manual in accordance with GS
Clause G28
3. Complete preparation and submit as-built drawings
A18 Obtain the Engineer's confirmation of effective implementation of 25 August 2006
programming, and Systems Assurance, Quality and Environmental
Management Systems
A19 1. Submit evidence to the Employer's satisfaction that 30 September
professional indemnity insurance has been maintained and 2006
extended to cover a period of not less than six years from
the date of issue of the Substantial Completion Certificate
for the Works in accordance with the requirements of the GCC
Clause 33.1(f) and that all premia have been paid.
2. Substantial Completion of the Works, inclusive of general
and special attendance, but excluding maintenance work and
work to be executed during the Defects Liability Period.
[STAMP]
Rev.2: 28 October 2002 SM/5 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES
COST CENTRE B
SITE CLEARANCE, INSTRUMENTATION AND MONITORING
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
--------------------------------------------------------------------------------------------------------
B1 Complete all Site clearance and demolition works including 27 December
felling of existing trees except those within Zones 1A and 1C 2002
B2 1. Complete all initial instrumentation installation in all 30 May ▇▇▇▇
▇▇▇▇▇ and submit formal initial readings taken
2. Complete Site clearance and demolition works including
felling of existing trees within Zones 1A and 1C
B3 Continue monitoring and reporting of instrumentation to the 28 November
satisfaction of the Engineer 2003
B4 Continue monitoring and reporting of instrumentation to the 28 May 2004
satisfaction of the Engineer
B5 Continue monitoring and reporting of instrumentation to the 26 November
satisfaction of the Engineer 2004
B6 Continue monitoring and reporting of instrumentation to the 27 May 2005
satisfaction of the Engineer
B7 Continue monitoring and reporting of instrumentation to the 25 November
satisfaction of the Engineer 2005
B8 Continue monitoring and reporting of instrumentation to the 26 May 2006
satisfaction of the Engineer
B9 Completion of all works in this Cost Centre 30 September
2006
[STAMP]
Rev.2: 28 October 2002 SM/6 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES
COST CENTRE C
TERMINUS BUILDING - EARTHWORKS
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
--------------------------------------------------------------------------------------------------------
C1 Complete all selected advance pre-drill holes including testing 27 December
results for review of the Engineer. 2002
C2 Complete all ground investigation works in existing fish ponds 27 January 2003
except Zones 1A, 1B and 1C
C3 1. Complete the filling up to +3mPD in Zones 2, 3 and 4 25 April 2003
2. Complete all ground investigation works in existing fish
ponds (Zones 1A, 1B and 1C)
C4 1. Complete trimming of existing bunds to fishponds 27 May 2003
2. Complete installation of all geosynthetic reinforcement
3. Complete all prefabricated vertical drains
C5 1. Complete filling in Zone 2 13 June 2003
2. Complete filling to surcharge level in Zone 3
C6 Complete filling to surcharge level in Zones 5 and 5A 29 July 2003
C7 Complete filling to surcharge level in Zone 4 26 August 2003
C8 Complete removal of surcharge in Zone 3 17 March 2004
C9 Complete removal of surcharge in Zone 4 24 April 2004
C1O Complete removal of surcharge in Zone 5A 14 May 2004
C11 1. Complete removal of surcharge for Zone 5 30 July 2004
2. Complete trimming of fill from +3.5mPD to +2.5mPD for areas
other than reedbeds in Zones 6 and 8 for LFCC007 Project
Contractor
C12 Complete all works in this Cost Centre 30 September
2006
Note: For the purpose of the Schedule of Milestones, completion of filling shall
include filling up to the required levels as described on the Drawings.
[STAMP]
Rev.3: 28 October 2002 SM/7 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES
COST CENTRE D
TERMINUS BUILDING - PILING
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
--------------------------------------------------------------------------------------------------------
Da Complete 50% of the pre-drilling for piling works 28 March 2003
Db Complete 20 piles 23 May 2003
D1 Complete 25% of piling works in Zone 2 25 July 2003
D2 Complete 50% of piling works in Zones 2, 3 and 4 31 October 2003
D3 Complete 75% of piling works in Zones 2, 3 and 4 30 January 2004
D4 Complete all works in this Cost Centre 28 May 2004
Note: Completion of piling is calculated on the basis of the numbers of piles
completed to cut-off level.
[STAMP]
Rev.2: 28 October 2002 SM/8 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES
COST CENTRE E
TERMINUS BUILDING - STRUCTURE
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
--------------------------------------------------------------------------------------------------------
Ea Complete 25% of pile caps 19 October 2003
Eb Complete 50% of pile caps 20 December
2003
E1 Complete substructures, including pile caps, tie beams, base 26 March 2004
slabs and underground drainage between grid lines M and Q
E2 Complete structure from G/F to 1/F (inclusive) between grid lines 25 June 2004
M and Q
E3 Complete the foundation and piers up to abutments level at the 31 August 2004
Terminus east end
E4 1. Complete structures from 1/F to 2/F (inclusive), including 24 September
track slab, between grid lines M and Q 2004
2. Complete substructures, including pile caps, tie beams, base
slabs and underground drainage between grid lines A and M
E5 1. Complete structures from 2/F to 3/F (inclusive) between grid 26 November
lines M and Q 2004
2. Complete overrun track structure
3. Complete structure from G/F to 1/F (inclusive) between grid
lines A and M
E6 1. Achieve Category 6 Degree 1 completion for the station 28 February 2005
track area and Category 1 Degree 1 for the overrun track and
provide access to Project Contractors
2. Complete structures between 1/F and 2/F (inclusive) between
grid lines A and M
E7 Complete structures from 3/F to Roof(inclusive) between grid 25 March 2005
lines M and Q
E8 Complete structures from 2/F to Roof(inclusive) between grid 29 April 2005
lines A and M
E9 Complete all roofing works including all associated testing and 29 July 2005
approvals
E10 Achieve Category 1 Degree 4 Completion of track area 30 April 2006
[STAMP]
Rev.2: 28 Oct 2002 SM/9 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES
COST CENTRE E
TERMINUS BUILDING - STRUCTURE
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
--------------------------------------------------------------------------------------------------------
E11 Complete all works, including testing and as-built drawings, 31 May 2006
necessary to achieve all statutory approvals
E12 Complete all works in this Cost Centre 30 September
2006
[STAMP]
Rev.2: 28 October 2002 SM/10 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES
COST CENTRE F
TERMINUS BUILDING - ABWF
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
--------------------------------------------------------------------------------------------------------
Fa Complete submission of ABWF subcontractors and suppliers 20 June 2003
F1 Complete submission of all technical data / information / 31 October 2003
samples to the satisfaction of the Engineer
F2 Complete prototype of the external cladding system to the 30 January 2004
satisfaction of the Engineer
F3 Complete submission of all construction drawings to the 26 March 2004
satisfaction of the Engineer
F4 Achieve the following category and degree of completion and 1 June 2005
provide access to Project Contractors:
. Complete all escalator zones (EZ) to Category 9 (C) Degree 2
and all escalator control rooms (ECR) to Category 9 (A)
Degree 2 between grid lines M and Q
. Complete all lift shafts (LS) to Category 9 (B) Degree 2
and lift machine rooms (LMR) to Category 9 (A) Degree 2
between grid lines M and Q
F5 Achieve the following category and degree of completion and 2 July 2005
provide access to Project Contractors:
. Complete all Railway System Rooms to Category 3 Degree 3
. Complete station concourse and platform areas to Category 4
Degree 2
F6 1. Achieve the following category and degree of completion and 1 August 2005
provide access to Project Contractors:
. Complete all escalator zones (EZ) to Category 9 (C)
Degree 2 and all escalator control rooms (ECR) to
Category 9 (A) Degree 2 between grid lines A and M
. Complete all lift shafts (LS) to Category 9 (B) Degree
2 and lift machine rooms (LMR) to Category 9 (A) Degree
2 between grid lines A and M
2. Complete ABWF works to external elevations such that the
terminus building is weatherproof
[STAMP]
Rev.2: 28 October 2002 SM/11 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES
COST CENTRE F
TERMINUS BUILDING - ABWF
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
--------------------------------------------------------------------------------------------------------
F7 1. Achieve Category 4 Degree 3 completion for fare collection 30 September
area and provide access to Project Contractors 2005
2. Complete station rooms to Category 3 Degree 3 and provide
access to Project Contractors
F8 1. Complete installation of permanent door with ironmongery, 30 March 2006
sensors and connection cables for Electronic Access Control
System as identified in the door schedule
2. Complete station rooms to Category 3 Degree 4
F9 Complete all works necessary to achieve all statutory approvals. 31 May 2006
F10 Completion of all works in this Cost Centre 30 September
2006
Note: Please refer PS Appendix B for the definition of Railway System Rooms and
the Degree of Completion.
[STAMP]
Rev.2: 28 October 2002 SM/12 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES
COST CENTRE G
TERMINUS BUILDING - ELECTRICAL AND MECHNICAL WORKS
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
--------------------------------------------------------------------------------------------------------
G1 Complete preparation and submission of all draft combined 17 May 2003
services drawings (CSD) and structural E&M (SEM) drawings for the
Engineer's and Project Contractors' review
G2 Complete submission of all technical data / information / samples 31 October 2003
relating to all E&M equipment / material to the satisfaction
of the Engineer
G3 Complete preparation and submission of all combined services 30 November
drawings (CSD) and structural E&M (SEM) drawings, which include 2003
Project Contractors' comments, to the Engineer's satisfaction
G4 Complete submission of all construction drawings for E&M 26 March 2004
installation to the satisfaction of the Engineer
G5 Achieve the following category and degree of completion and 1 June 2005
provide access to Project Contractors:
. Complete all escalator zones (EZ) to Category 9 (C) Degree 2
and all escalator control rooms (ECR) to Category 9 (A)
Degree 2 between grid lines M and Q
. Complete all lift shafts (LS) to Category 9 (B) Degree 2 and
lift machine rooms (LMR) to Category 9 (A) Degree 2 between
grid lines M and Q
G6 Achieve the following category and degree of completion and 2 July 2005
provide access to Project Contractors:
. Complete all Railway System Rooms to Category 3 Degree 3
. Complete station concourse and platform areas to Category 4
Degree 2
[STAMP]
Rev.1: 28 June 2002 SM/13 Contract No. LCC-300
Addendum No. 1
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES
COST CENTRE G
TERMINUS BUILDING - ELECTRICAL AND MECHNICAL WORKS
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
--------------------------------------------------------------------------------------------------------
G7 Achieve the following category and degree of completion and 1 August 2005
provide access to Project Contractors:
. Complete all escalator zones (EZ) to Category 9 (C) Degree 2
and all escalator control rooms (ECR) to Category 9 (A)
Degree 2 between grid lines A and M
. Complete all lift shafts (LS) to Category 9 (B) Degree 2 and
lift machine rooms (LMR) to Category 9 (A) Degree 2 between
grid lines A and M
G8 1. Achieve Category 4 Degree 3 completion for fare collection 30 September
area and provide access to Project Contractors 2005
2. Complete station rooms to Category 3 Degree 3 and provide
access to Project Contractors
G9 1. Complete installation of permanent door with ironmongery, 30 March 2006
sensors and connection cables for Electronic Access Control
System as identified in the door schedule
2. Complete station rooms to Category 3 Degree 4
G10 Complete all works necessary to achieve all statutory approvals 31 May 2006
G11 Completion of all other works in this Cost Centre 30 September
2006
Note: Please refer PS Appendix B for the definition of Railway System Rooms and
the Degree of completion.
[STAMP]
Rev.2: 28 October 2002 SM/14 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES
COST CENTRE H
EXTERNAL WORKS - EARTHWORKS
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
--------------------------------------------------------------------------------------------------------
Ha Complete excavation of top soil in ▇▇▇▇▇ ▇▇, ▇▇, ▇▇, ▇, 6A and 6C 9 April 2003
Hb Complete filling to +3.5mPD in ▇▇▇▇▇ ▇▇, ▇▇, ▇▇, ▇, 6A, and 6C 30 May 2003
H1 Complete prefabricated band drains and surcharge for reedbeds in 29 July 2003
▇▇▇▇▇ ▇▇, ▇▇, ▇▇, ▇, 6A and 6C
H2 Complete removal of surcharge for reedbeds in ▇▇▇▇▇ ▇▇, ▇▇, ▇▇, ▇▇ May 2004
6, 6A and 6C
H3 Complete earthworks for roadworks in Zone 5 26 November
2004
H4 Complete earthworks for the diversion of Western Drainage Channel 25 March 2005
H5 1. Complete earthworks for roadworks in Zone 5A 14 May 2005
2. Complete earthworks in Zone 6B
H6 1. Complete earthworks for hard and soft landscape works 30 June 2006
H7 Completion of all works in this Cost Centre 30 September
2006
[STAMP]
Rev.3: 28 October 2002 SM/15 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF MILESTONES
COST CENTRE I
EXTERNAL WORKS
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
--------------------------------------------------------------------------------------------------------
I1 Complete construction of the pipe jacking section of the new 1.2m 31 January 2003
diameter drainage pipes (four numbers)
I2 Complete temporary diversion of existing Western Drainage Channel 30 March 2003
I3 Complete 132kV cable diversion 27 February 2004
14 Complete the structure of the sewage treatment plant 30 July 2004
I5 1. Complete permanent diversion of existing Western Drainage 25 March 2005
Channel
2. Complete the structure of the Track Section Cabin
I6 1. Complete all underground drainage in this Cost Centre 29 July 2005
2. Complete all reedbed requirements in this Cost Centre
I7 Complete all works, including local testing and commissioning for 28 October 2005
the sewage treatment plant
I8 Complete the Permanent Police Check Point 30 December
2005
I9 1. Complete 30% of the total number of trees to be planted in 28 April 2006
this Cost Centre
2. Complete 30% of the total area to be hydroseeded in this
Cost Centre
I10 1. Complete all roadworks and pavement in this Cost Centre 28 July 2006
2. Complete 70% of the total number of trees to be planted in
this Cost Centre
3. Complete 70% of the total area to be hydroseeded in this
Cost Centre
I11 Complete of all works in this Cost Centre 30 September
2006
[STAMP]
Rev.1: 28 June 2002 SM/16 Contract No. LCC-300
Addendum No. 1
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT INTERIM PAYMENT SCHEDULE
APPENDIX 2
TO
THE FORM OF TENDER
PRICING DOCUMENT
INTERIM PAYMENT SCHEDULE
[STAMP]
Rev. 0: 26 April 2002 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT INTERIM PAYMENT SCHEDULE
LCC-300 LOK MA ▇▇▇▇ TERMINUS AND ASSOCIATED WORKS
INTERIM PAYMENT SCHEDULE
COST CENTRE A COST CENTRE B COST CENTRE C COST CENTRE D
--------------------------------------------------------------------------------------------------------
VALUATION CALENDAR CUMULATIVE CUMULATIVE CUMULATIVE CUMULATIVE
NO. MONTH % MILESTONES % MILESTONES % MILESTONES % MILESTONES
---------------------------------------------------------------------------------------------------------------------------------
1 Nov-02 *** A1 *** *** ***
2 Dec-02 *** A2 *** B1 *** C1 ***
3 Jan-03 *** A3 *** *** C2 ***
4 Feb-03 *** A4 *** *** ***
5 Mar-03 *** *** *** *** Da
6 Apr-03 *** *** *** C3 ***
7 May-03 *** A5 *** B2 *** C4 *** Db
8 Jun-03 *** *** *** C5 ***
9 Jul-03 *** *** *** C6 *** D1
10 Aug-03 *** A6 *** *** C7 ***
11 Sep-03 *** *** *** ***
12 Oct-03 *** *** *** *** D2
COST CENTRE E COST CENTRE F COST CENTRE G
----------------------------------------------------------------------------
VALUATION CALENDAR CUMULATIVE CUMULATIVE CUMULATIVE
NO. MONTH % MILESTONES % MILESTONES % MILESTONES
-----------------------------------------------------------------------------------------------------
1 Nov-02 *** *** ***
2 Dec-02 *** *** ***
3 Jan-03 *** *** ***
4 Feb-03 *** *** ***
5 Mar-03 *** *** ***
6 Apr-03 *** *** ***
7 May-03 *** *** *** G1
8 Jun-03 *** *** Fa ***
9 Jul-03 *** *** ***
10 Aug-03 *** *** ***
11 Sep-03 *** *** ***
12 Oct-03 *** Ea *** F1 *** G2
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.3: 28 October 2002 IPS/1 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT INTERIM PAYMENT SCHEDULE
LCC-300 LOK MA ▇▇▇▇ TERMINUS AND ASSOCIATED WORKS
INTERIM PAYMENT SCHEDULE
COST CENTRE A COST CENTRE B COST CENTRE C COST CENTRE D
--------------------------------------------------------------------------------------------------------
VALUATION CALENDAR CUMULATIVE CUMULATIVE CUMULATIVE CUMULATIVE
NO. MONTH % MILESTONES % MILESTONES % MILESTONES % MILESTONES
---------------------------------------------------------------------------------------------------------------------------------
13 Nov-03 *** A7 *** B3 *** ***
14 Dec-03 *** *** *** ***
15 Jan-04 *** *** *** *** D3
16 Feb-04 *** A8 *** *** ***
17 Mar-04 *** *** *** C8 ***
18 Apr-04 *** *** *** C9 ***
19 May-04 *** A9 *** B4 *** C10 *** D4
20 Jun-04 *** *** *** ***
21 Jul-04 *** *** *** C11 ***
22 Aug-04 *** A10 *** *** ***
23 Sept-04 *** *** *** ***
24 Oct-04 *** *** *** ***
COST CENTRE E COST CENTRE F COST CENTRE G
----------------------------------------------------------------------------
VALUATION CALENDAR CUMULATIVE CUMULATIVE CUMULATIVE
NO. MONTH % MILESTONES % MILESTONES % MILESTONES
-----------------------------------------------------------------------------------------------------
13 Nov-03 *** *** *** G3
14 Dec-03 *** Eb *** ***
15 Jan-04 *** *** F2 ***
16 Feb-04 *** *** ***
17 Mar-04 *** E1 *** F3 *** G4
18 Apr-04 *** *** ***
19 May-04 *** *** ***
20 Jun-04 *** E2 *** ***
21 Jul-04 *** *** ***
22 Aug-04 *** E3 *** ***
23 Sept-04 *** E4 *** ***
24 Oct-04 *** *** ***
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.3: 28 October 2002 IPS/2 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT INTERIM PAYMENT SCHEDULE
LCC-300 LOK MA ▇▇▇▇ TERMINUS AND ASSOCIATED WORKS
INTERIM PAYMENT SCHEDULE
COST CENTRE A COST CENTRE B COST CENTRE C COST CENTRE D
--------------------------------------------------------------------------------------------------------
VALUATION CALENDAR CUMULATIVE CUMULATIVE CUMULATIVE CUMULATIVE
NO. MONTH % MILESTONES % MILESTONES % MILESTONES % MILESTONES
---------------------------------------------------------------------------------------------------------------------------------
25 Nov-04 *** A11 *** B5 *** ***
26 Dec-04 *** *** *** ***
27 Jan-05 *** *** *** ***
28 Feb-05 *** A12 *** *** ***
29 Mar-05 *** *** *** ***
30 Apr-05 *** *** *** ***
31 May-05 *** A13 *** B6 *** ***
32 Jun-05 *** *** *** ***
33 Jul-05 *** *** *** ***
34 Aug-05 *** A14 *** *** ***
35 Sept-05 *** *** *** ***
36 Oct-05 *** *** *** ***
COST CENTRE E COST CENTRE F COST CENTRE G
----------------------------------------------------------------------------
VALUATION CALENDAR CUMULATIVE CUMULATIVE CUMULATIVE
NO. MONTH % MILESTONES % MILESTONES % MILESTONES
-----------------------------------------------------------------------------------------------------
25 Nov-04 *** E5 *** ***
26 Dec-04 *** *** ***
27 Jan-05 *** *** ***
28 Feb-05 *** E6 *** ***
29 Mar-05 *** E7 *** ***
30 Apr-05 *** E8 *** ***
31 May-05 *** *** ***
32 Jun-05 *** *** F4 *** G5
33 Jul-05 *** E9 *** F5 *** G6
34 Aug-05 *** *** F6 *** G7
35 Sept-05 *** *** F7 *** G8
36 Oct-05 *** *** ***
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.3: 28 October 2002 IPS/3 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT INTERIM PAYMENT SCHEDULE
LCC-300 LOK MA ▇▇▇▇ TERMINUS AND ASSOCIATED WORKS
INTERIM PAYMENT SCHEDULE
COST CENTRE A COST CENTRE B COST CENTRE C COST CENTRE D
--------------------------------------------------------------------------------------------------------
VALUATION CALENDAR CUMULATIVE CUMULATIVE CUMULATIVE CUMULATIVE
NO. MONTH % MILESTONES % MILESTONES % MILESTONES % MILESTONES
---------------------------------------------------------------------------------------------------------------------------------
37 Nov-05 *** A15 *** B7 *** ***
38 Dec-05 *** *** *** ***
39 Jan-06 *** *** *** ***
40 Feb-06 *** A16 *** *** ***
41 Mar-06 *** *** *** ***
42 Apr-06 *** *** *** ***
43 May-06 *** A17 *** B8 *** ***
44 Jun-06 *** *** *** ***
45 Jul-06 *** *** *** ***
46 Aug-06 *** A18 *** *** ***
47 Sept-06 *** A19 *** B9 *** C12 ***
COST CENTRE E COST CENTRE F COST CENTRE G
----------------------------------------------------------------------------
VALUATION CALENDAR CUMULATIVE CUMULATIVE CUMULATIVE
NO. MONTH % MILESTONES % MILESTONES % MILESTONES
-----------------------------------------------------------------------------------------------------
37 Nov-05 *** *** ***
38 Dec-05 *** *** ***
39 Jan-06 *** *** ***
40 Feb-06 *** *** ***
41 Mar-06 *** *** F8 *** G9
42 Apr-06 *** E10 *** ***
43 May-06 *** E11 *** F9 *** G10
44 Jun-06 *** *** ***
45 Jul-06 *** *** ***
46 Aug-06 *** *** ***
47 Sept-06 *** E12 *** F10 *** G11
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.3: 28 October 2002 IPS/4 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT INTERIM PAYMENT SCHEDULE
LCC-300 LOK MA ▇▇▇▇ TERMINUS AND ASSOCIATED WORKS
INTERIM PAYMENT SCHEDULE
COST CENTRE H COST CENTRE I
------------------------------------------------
VALUATION CALENDAR CUMULATIVE CUMULATIVE
NO. MONTH % MILESTONES % MILESTONES
-------------------------------------------------------------------------
1 Nov-02 *** ***
2 Dec-02 *** ***
3 Jan-03 *** *** I1
4 Feb-03 *** ***
5 Mar-03 *** *** I2
6 Apr-03 *** Ha ***
7 May-03 *** Hb ***
8 Jun-03 *** ***
9 Jul-03 *** H1 ***
10 Aug-03 *** ***
11 Sep-03 *** ***
12 Oct-03 *** ***
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.3: 28 October 2002 IPS/5 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT INTERIM PAYMENT SCHEDULE
LCC-300 LOK MA ▇▇▇▇ TERMINUS AND ASSOCIATED WORKS
INTERIM PAYMENT SCHEDULE
COST CENTRE H COST CENTRE I
------------------------------------------------
VALUATION CALENDAR CUMULATIVE CUMULATIVE
NO. MONTH % MILESTONES % MILESTONES
-------------------------------------------------------------------------
13 Nov-03 *** ***
14 Dec-03 *** ***
15 Jan-04 *** ***
16 Feb-04 *** *** I3
17 Mar-04 *** ***
18 Apr-04 *** ***
19 May-04 *** H2 ***
20 Jun-03 *** ***
21 Jul-04 *** *** I4
22 Aug-04 *** ***
23 Sept-04 *** ***
24 Oct-04 *** ***
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.3: 28 October 2002 IPS/6 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT INTERIM PAYMENT SCHEDULE
LCC-300 LOK MA ▇▇▇▇ TERMINUS AND ASSOCIATED WORKS
INTERIM PAYMENT SCHEDULE
COST CENTRE H COST CENTRE I
------------------------------------------------
VALUATION CALENDAR CUMULATIVE CUMULATIVE
NO. MONTH % MILESTONES % MILESTONES
-------------------------------------------------------------------------
25 Nov-04 *** H3 ***
26 Dec-04 *** ***
27 Jan-05 *** ***
28 Feb-05 *** ***
29 Mar-05 *** H4 *** I5
30 Apr-05 *** ***
31 May-05 *** H5 ***
32 Jun-05 *** ***
33 Jul-05 *** *** I6
34 Aug-05 *** ***
35 Sept-05 *** ***
36 Oct-05 *** *** I7
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.3: 28 October 2002 IPS/7 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT INTERIM PAYMENT SCHEDULE
LCC-300 LOK MA ▇▇▇▇ TERMINUS AND ASSOCIATED WORKS
INTERIM PAYMENT SCHEDULE
COST CENTRE H COST CENTRE I
------------------------------------------------
VALUATION CALENDAR CUMULATIVE CUMULATIVE
NO. MONTH % MILESTONES % MILESTONES
-------------------------------------------------------------------------
37 Nov-05 *** ***
38 Dec-05 *** *** I8
39 Jan-06 *** ***
40 Feb-06 *** ***
41 Mar-06 *** ***
42 Apr-06 *** *** I9
43 May-06 *** ***
44 Jun-06 *** H6 ***
45 Jul-06 *** *** I10
46 Aug-06 *** ***
47 Sept-06 *** H7 *** I11
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.3: 28 October 2002 IPS/8 Contract No. LCC-300
FORM OF TENDER
Note: Confidential treatment has been requested for portions of this exhibit.
The copy filed herewith omits the information subject to the confidentiality
request. Omissions are designated as "***." A complete version of this exhibit
has been filed separately with the Securities and Exchange Commission.
[LOGO]
KCR
[CHINESE CHARACTERS]
KOWLOON CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
CONTRACT LCC-300
LOK MA ▇▇▇▇ TERMINUS AND ASSOCIATED WORKS
FORM OF TENDER
(PART 6 OF 8)
[STAMP]
28 October 2002 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT PRICING SCHEDULE
APPENDIX 2
TO
THE FORM OF TENDER
PRICING DOCUMENT
OPTION 1
TABLE OF CONTENTS
a) Option 1 - Pricing Schedule
- Cost Centre K(R) for EPIW - Earthworks and Piling
- Cost Centre L for EPIW - Structure
Lump Sum Breakdown
- Cost Centre L for EPIW - Structure
- Schedule of Milestones
- Interim Payment Schedule
[STAMP]
Rev.0 : 26 April 2002 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2- PRICING DOCUMENT INTERIM PAYMENT SCHEDULE
APPENDIX 2
TO
THE FORM OF TENDER
PRICING DOCUMENT
PRICING SCHEDULE
COST CENTRES
(OPTION 1)
[STAMP]
Rev.0 : 26 April 2002 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)1 : Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A) - Earthworks &
Piling
K(R)1.1 : Roadworks and Hard Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
EARTHWORKS
Excavation for cuttings
Topsoil
E212 maximum depth 0.25-0.5 m m3 *** *** ***
Material other than topsoil, rock or
artificial hard material
E222 maximum depth 0.25-0.5 m m3 *** *** ***
Rock
E232 maximum depth 0.25-0.5 m m3 *** *** ***
Artificial hard material
E242 maximum depth 0.25-0.5 m m3 *** *** ***
Excavation ancillaries
Preparation of excavated surfaces
E522 material other than topsoil, rock
or artificial hard material m2 *** *** ***
Disposal of excavated material
E531 topsoil m3 *** *** ***
E532 material other than topsoil, rock
or artificial hard material m3 *** *** ***
E533 rock m3 *** *** ***
E534 artificial hard material m3 *** *** ***
Filling
Embankments
E624 selected excavated material other
than topsoil, rock or artificial hard
material m3 *** *** ***
E625 imported sand fill m3 *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)1.1/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)1 : Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A) - Earthworks &
Piling
K(R)1.1 : Roadworks and Hard Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
EARTHWORKS
Filling ancillaries
Trimming of filled surfaces
E712 imported sand fill; inclined at an angle
of 10 degrees - 45 degrees to the
horizontal m2 *** *** ***
Preparation of filled surfaces
E722.1 material other than topsoil, rock or
artificial hard material m2 *** *** ***
E722.2 imported sand fill m2 *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)1.1/2 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)1 : Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A) - Earthworks &
Piling
K(R)1.1 : Roadworks and Hard Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Pricing Schedule and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)1.1/3 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)1 : Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A)- Earthworks &
Piling
K(R)1.1 : Roadworks and Hard Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)1.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)1.1/4 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)1 : Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A) - Earthworks &
Piling
K(R)1.1 : Roadworks and Hard Landscaping
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF REMEASUREMENT ITEM K(R)1.1
: Roadworks and Hard Landscaping
Page No. K(R)1.1/1 ***
Page No. K(R)1.1/2 ***
Page No. K(R)1-1/3 ***
Page No. K(R)1.1/4 ***
--------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ K(R)1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)1.1/COL/l ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)1 : Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A) - Earthworks &
Piling
K(R)1.2 : Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
EARTHWORKS
General excavation
Topsoil
E413 maximum depth 0.5-1m m3 *** *** ***
Material other than topsoil, rock or
artificial hard material
E423.1 maximum depth 0.5- 1 m m3 *** *** ***
Material other than topsoil, rock or
artificial hard material; Commencing
Surface 700 mm below existing ground level
E423.2 maximum depth 0.5- 1 m m3 *** *** ***
Rock
E433 maximum depth 0.5-1m m3 *** *** ***
Artificial hard material
E443 maximum depth 0.5-1 m m3 *** *** ***
Excavation ancillaries
Disposal of excavated material
E531 topsoil m3 *** *** ***
E532 material other than topsoil,
rock or artificial hard
material m3 *** *** ***
E533 rock m3 *** *** ***
E534 artificial hard material m3 *** *** ***
Filling
General
E632 imported topsoil m3 *** *** ***
Filling ancillaries
Trimming of filled surfaces
E711 imported topsoil m2 *** *** ***
E790 Geosynthetic reinforcement; tensile
strength of 200kN/m (minimum) m2 *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 K(R)1.2/1 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)1 : Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A) - Earthworks &
Piling
K(R)1.2 : Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Pricing Schedule and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)1.2/2 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)1 : Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A) - Earthworks &
Piling
K(R)1.2 : Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with CESMM3 Section 7
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)1.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)1.2/3 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)1 : Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A) - Earthworks &
Piling
K(R)1.2 : Soft Landscaping
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF REMEASUREMENT ITEM K(R)1.2
: Soft Landscaping
Page No. K(R)l.2/l ***
Page No. K(R)1.2/2 ***
Page No. K(R)1.2/3 ***
--------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ K(R)1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)1.2/COL/l ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)1 : Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A) - Earthworks &
Piling
K(R)1.3 : Culvert Construction at
▇▇▇▇ Tau Tsuen Road
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
EARTHWORKS
Excavation for foundations
Topsoil
E312 maximum depth 0.25-0.5 m m3 *** *** ***
Material other than topsoil, rock or
artificial hard material; Commencing
Surface at level +1.225 mPD
E322 maximum depth 0.25-0.5 m m3 *** *** ***
Material other than topsoil, rock or
artificial hard material
E325 maximum depth 2-5 m m3 *** *** ***
Rock
E335 maximum depth 2-5 m m3 *** *** ***
Artificial hard material
E345 maximum depth 2-5 m m3 *** *** ***
General excavation
Topsoil
E411 maximum depth not exceeding 0.25 m m3 *** *** ***
Material other than topsoil, rock or
artificial hard material
E424 maximum depth 1-2 m m3 *** *** ***
E425 maximum depth 2-5 m m3 *** *** ***
Rock
E434 maximum depth 1-2 m m3 *** *** ***
E435 maximum depth 2-5 m m3 *** *** ***
Artificial hard material
E444 maximum depth 1-2 m m3 *** *** ***
E445 maximum depth 2-5 m m3 *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)1.3/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)1 : Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A) - Earthworks &
Piling
K(R)1.3 : Culvert Construction at
▇▇▇▇ Tau Tsuen Road
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
EARTHWORKS
Excavation ancillaries
Preparation of excavated surfaces
E522 material other than topsoil, rock or
artificial hard material m2 *** *** ***
Disposal of excavated material
E531 topsoil m3 *** *** ***
E532 material other than topsoil, rock or
artificial hard material m3 *** *** ***
E533 rock m3 *** *** ***
E534 artificial hard material m3 *** *** ***
Filling
To structures
E614 selected excavated material other than
topsoil, rock or artificial hard
material m3 *** *** ***
General
E634 selected excavated material other than
topsoil, rock or artificial hard
material m3 *** *** ***
Thickness 450 mm; vertical
E645 imported granular filter material m2 *** *** ***
Depth 300 mm; inclined at an angle of 10
degrees - 45 degrees to the horizontal
E647 rock fill grade 200 m2 *** *** ***
Filling ancillaries
Trimming of filled surfaces
E712.1 material other than topsoil, rock or
artificial hard material m2 *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)1.3/2 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)1 : Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A) - Earthworks &
Piling
K(R)1.3 : Culvert Construction at
▇▇▇▇ Tau Tsuen Road
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
EARTHWORKS
Filling ancillaries(Cont'd)
Trimming of filled surfaces(Cont'd)
E712.2 material other than topsoil, rock or
artificial hard material; inclined at an
angle of 10 degrees - 45 degrees to the
horizontal m2 *** *** ***
Preparation of filled surfaces
E722 material other than topsoil, rock or
artificial hard material m2 *** *** ***
E723 rock fill grade 200 m2 *** *** ***
E790 Geosynthetic reinforcement; tensile
strength of 200kN/m (minimum) m2 *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 K(R)1.3/3 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)1 : Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A) - Earthworks &
Piling
K(R)1.3 : Culvert Construction at
▇▇▇▇ Tau Tsuen Road
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Pricing Schedule and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)1.3/4 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)1 : Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A) - Earthworks &
Piling
K(R)1.3 : Culvert Construction at
▇▇▇▇ Tau Tsuen Road
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)1.3/5 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)1 : Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A) - Earthworks &
Piling
K(R)1.3 : Culvert Construction at
▇▇▇▇ Tau Tsuen Road
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF REMEASUREMENT ITEM K(R)1.3
: Culvert Construction at ▇▇▇▇ Tau Tsuen Road
Page No. K(R)1.3/1 ***
Page No. K(R)1.3/2 ***
Page No. K(R)1.3/3 ***
Page No. K(R)1.3/4 ***
Page No. K(R)1.3/5 ***
--------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ K(R)1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)1.3/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)1 : Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A) - Earthworks &
Piling
K(R)1.4 : Pipe Pile Wall - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
EARTHWORKS
Excavation for cuttings
Topsoil
E213 maximum depth 0.5-1 m m3 *** *** ***
Material other than topsoil, rock or
artificial hard material
E225 maximum depth 2-5 m m3 *** *** ***
Rock
E235 maximum depth 2-5 m m3 *** *** ***
Artificial hard material
E243 maximum depth 0.5-1 m m3 *** *** ***
Excavation ancillaries
Trimming of excavated surfaces
E512 material other than topsoil, rock or
artificial hard material m2 *** *** ***
Preparation of excavated surfaces
E522 material other than topsoil, rock or
artificial hard material m2 *** *** ***
Disposal of excavated material
E531 Topsoil m3 *** *** ***
E532 material other than topsoil, rock or
artificial hard material m3 *** *** ***
E533 rock m3 *** *** ***
E534 artificial hard material m3 *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)1.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)1.4/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)1 : Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A) - Earthworks &
Piling
K(R)1.4 : Pipe Pile Wall - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
EARTHWORKS
Filling
To structures
E614 selected excavated material other than
topsoil, rock or artificial hard
material m3 *** *** ***
Filling ancillaries
Preparation of filled surfaces
E722 material other than topsoil, rock or
artificial hard material m2 *** *** ***
E790 Geosynthetic reinforcement; tensile
strength of 200kN/m (minimum) m2 *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)1.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 K(R)1.4/2 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)1 : Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A) - Earthworks &
Piling
K(R)1.4 : Pipe Pile Wall - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Pricing Schedule and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)1.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)1.4/3 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)1 : Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A) - Earthworks &
Piling
K{R)1.4 : Pipe Pile Wall - Earthworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)1.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)1.4/4 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)1 : Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A) - Earthworks &
Piling
K(R)1.4 : Pipe Pile Wall - Earthworks
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF REMEASUREMENT ITEM K(R)1.4
: Pile Wall - Earthworks
Page No. K(R)1.4/1 ***
Page No. K(R)1.4/2 ***
Page No. K(R)1.4/3 ***
Page No. K(R)1.4/4 ***
--------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ K(R)1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)1.4/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)1 : Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A) - Earthworks &
Piling
K(R)1.5 : Pipe Pile Wall - Piling
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F220 Class: 20/20; concrete category B m3 *** *** ***
F230 Class: 35/20; concrete category B m3 *** *** ***
Placing of mass concrete
Toe walls; concrete category B
F543 thickness 300-500 mm m3 *** *** ***
Placing of reinforced concrete
Skin walls; concrete category B
F642 thickness 150-300 mm m3 *** *** ***
Capping beams; concrete category B
F664 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇.▇▇-▇ ▇▇ ▇▇ *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F2
Horizontal
G312 width 0.1-0.2 m m *** *** ***
G313 width 0.2-0.4 m m2 *** *** ***
Vertical
G343 width 0.2-0.4 m m2 *** *** ***
G344 width 0.4-1.22 m m2 *** *** ***
G345 width exceeding 1.22 m m2 *** *** ***
Reinforcement.
Deformed mild steel bars to CS2 1995
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)1.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)1.5/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)1 : Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A)- Earthworks &
Piling
K(R)1.5 : Pipe Pile Wall - Piling
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------ --------------------------------------------------------------------
CONCRETE ANCILLARIES
Reinforcement(Cont'd)
Steel fabric to BS 4483
G566 nominal mass 6-7 kg/m2; fabric reference
A393 m2 *** *** ***
Concrete accessories
Finishing of top surfaces
G813.1 class U5 finishes m2 *** *** ***
Finishing of top surfaces; sloping
G813.2 class U5 finishes m2 *** *** ***
Inserts
G832 other inserts; unplasticized polyvinyl
chloride pipe sleeves through
reinforced concrete walls; 50 mm
diameter x 400 mm long; projecting from
two surfaces of the concrete; weep holes nr *** *** ***
PILES
Isolated steel piles; to BS 4360 high
yield steel grade 55C
Mass 154 kg/m; cross-sectional
dimensions 406.4 mm diameter x 16 mm
thick
P751.1 number of piles 6.1 m long nr *** *** ***
P751.2 number of piles 8.1 m long nr *** *** ***
P751.3 number of piles 8.2 m long nr *** *** ***
P751.4 number of piles 8.9 m long nr *** *** ***
P751.5 number of piles 10.1 m long nr *** *** ***
P751.6 number of piles 10.8 m long nr *** *** ***
P752 depth driven m *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)1.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)1.5/2 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)1 : Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A) - Earthworks &
Piling
K(R)1.5 : Pipe Pile Wall - Piling
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
PILING ANCILLARIES
Isolated steel piles; to BS 4360 high
yield steel grade 55C
Filling hollow piles with cement grout
complying with BS 12; 40 MPa grout
strength
Q535 mass 154 kg/m; cross- sectional
dimensions 406.4 mm diameter x 16 mm
thick m *** *** ***
Cutting off surplus lengths
Q575 mass 154 kg/m; cross- sectional
dimensions 406.4 mm diameter x 16 mm
thick m *** *** ***
Preparing heads
Q585 mass 154 kg/m; cross- sectional
dimensions 406.4 mm diameter x 16 mm
thick nr *** *** ***
PLASTERING, RENDERING AND WALL LININGS
Walls and columns
Cement and sand (1:3) screed
AJ130 20mm thick; to receive granite stone
facing m2 *** *** ***
STONEWORK
Walls and attached columns
A0100 size 300 x 150 x 50 mm thick granite
stone facing; laying in rectangular
pattern; bedding in cement and sand
(1:3); on screeds (measured separately) m2 *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)1.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)1.5/3 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)1 : Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A) - Earthworks &
Piling
K(R)1.5 : Pipe Pile Wall - Piling
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Pricing Schedule and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)1.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)1.5/4 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)1 : Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A) - Earthworks &
Piling
K(R)1.5 : Pipe Pile Wall - Piling
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with CESMM3 Section 7
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)1.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)1.5/5 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)1 : Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A) - Earthworks &
Piling
K(R)1.5 : Pipe Pile Wall - Piling
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ K(R)1.5
: Pipe Pile Wall - Piling
Page No. K(R)1.5/1 ***
Page No. K(R)1.5/2 ***
Page No. K(R)1.5/3 ***
Page No. K(R)1.5/4 ***
Page No. K(R)1.5/5 ***
--------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ K(R)1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)1.5/COL/l ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)1 : Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A) - Earthworks &
Piling
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ K(R)1
: Widening of Lok Ma ▇▇▇▇ ▇▇ (Area A)- Earthworks & Piling
Page No. K(R)1.1/COL/1 - Roadworks and Hard Landscaping ***
Page No. K(R)1.2/COL/1 - Soft Landscaping ***
Page No. K(R)1.3/COL/1 - Culvert Construction at ▇▇▇▇
Tau Tsuen Road ***
Page No. K(R)1.4/COL/1 - Pipe Pile Wall - Earthworks ***
Page No. K(R)1.5/COL/1 - Pipe Pile Wall - Piling ***
--------------------------------------------------------------------------------
To Summary of Cost Centre K(R) ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)1/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks
K(R)2.1 : Roadworks and Hard Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
EARTHWORKS
Excavation for cuttings
Topsoil
E212 maximum depth 0.25-0.5 m m3 *** *** ***
Material other than topsoil, rock or
artificial hard material
E222 maximum depth 0.25-0.5 m m3 *** *** ***
Rock
E232 maximum depth 0.25-0.5 m m3 *** *** ***
Artificial hard material
E242 maximum depth 0.25-0.5 m m3 *** *** ***
Excavation ancillaries
Preparation of excavated surfaces
E522 material other than topsoil, rock or
artificial hard material m2 *** *** ***
Disposal of excavated material
E531 topsoil m3 *** *** ***
E532 material other than topsoil, rock or
artificial hard material m3 *** *** ***
E533 rock m3 *** *** ***
E534 artificial hard material m3 *** *** ***
Filling
Embankments
E625 imported sand fill m3 *** *** ***
Filling ancillaries
Trimming of filled surfaces
E712 imported sand fill inclined at an angle
of 10 degrees - 45 degrees to the
horizontal m2 *** *** ***
Preparation of filled surfaces
E722 imported sand fill m2 *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)2.1/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks
K(R)2.1 : Roadworks and Hard Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Pricing Schedule and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)2.1/2 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks
K(R)2.1 : Roadworks and Hard Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)2.1/3 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks
K(R)2.1 : Roadworks and Hard Landscaping
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF REMEASUREMENT ITEM K(R) 2.1
: Roadworks and Hard Landscaping
Page No. K(R)2.1/1 ***
Page No. K(R)2.l/2 ***
Page No. K(R)2.1/3 ***
--------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ K(R)2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)2.1/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks
K(R)2.2 : Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
EARTHWORKS
General excavation
Topsoil
E413 maximum depth 0.5-1 m m3 *** *** ***
Material other than topsoil, rock
or artificial hard material
E423.1 maximum depth 0.5-1 m m3 *** *** ***
Material other than topsoil, rock or
artificial hard material; Commencing
Surface 700 mm below existing ground
level
E423.2 maximum depth 0.5-1 m m3 *** *** ***
Rock
E433 maximum depth 0.5-1 m m3 *** *** ***
Artificial hard material
E443 maximum depth 0.5-1 m m3 *** *** ***
Excavation ancillaries
Disposal of excavated material
E531 topsoil m3 *** *** ***
E532 material other than topsoil, rock or
artificial hard material m3 *** *** ***
E533 rock m3 *** *** ***
E534 artificial hard material m3 *** *** ***
Filling
General
E632 imported topsoil m3 *** *** ***
Filling ancillaries
Trimming of filled surfaces
E711 imported topsoil m2 *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)2.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)2.2/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks
K(R)2.2 : Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Pricing Schedule and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)2.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)2.2/2 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks
K(R)2.2 : Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)2.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)2.2/3 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks
K(R)2.2 : Soft Landscaping
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF REMEASUREMENT ITEM K(R)2.2
: Soft Landscaping
Page No. K(R)2.2/1 ***
Page No. K(R)2.2/2 ***
Page No. K(R)2.2/3 ***
--------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ K(R)2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)2.2/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks
K(R)2.3 : Retaining Wall RW1
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
EARTHWORKS
Excavation for foundations
Topsoil
E312 maximum depth 0.25-0.5 m m3 *** *** ***
Material other than topsoil, rock or
artificial hard material; Commencing
Surface 1700 mm below existing ground
level
E322 maximum depth 0.25-0.5 m m3 *** *** ***
Material other than topsoil, rock or
artificial hard material
E324 maximum depth 1-2 m m3 *** *** ***
Rock
E334 maximum depth 1-2 m m3 *** *** ***
Artificial hard material
E342 maximum depth 0.25-0.5 m m3 *** *** ***
Excavation ancillaries
Preparation of excavated surfaces
E522 material other than topsoil, rock or
artificial hard material m2 *** *** ***
Disposal of excavated material
E531 topsoil m3 *** *** ***
E532 material other than topsoil, rock or
artificial hard material m3 *** *** ***
E533 rock m3 *** *** ***
E534 artificial hard material m3 *** *** ***
Filling
To structures
E614 selected excavated material other than
topsoil, rock or artificial hard
material m3 *** *** ***
Filling ancillaries
Trimming of filled surfaces
E712 material other than topsoil, rock or
artificial hard material m2 *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)2.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)2.3/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks
K(R)2.3 : Retaining Wall RW1
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Pricing Schedule and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)2.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)2.3/2 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks
K(R)2.3 : Retaining Wall RW1
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)2.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)2.3/3 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks
K(R)2.3 : Retaining Wall RW1
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF REMEASUREMENT ITEM K(R)2.3
: Retaining Wall RW1
Page No. K(R)2.3/1 ***
Page No. K(R)2.3/2 ***
Page No. K(R)2.3/3 ***
--------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ K(R)2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)2.3/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks
K(R)2.4 : Extension of Concrete
Lining for Ha Wan Channel
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
EARTHWORKS
General excavation
Topsoil
E412 maximum depth 0.25-0.5 m m3 *** *** ***
Material other than topsoil, rock or
artificial hard material
E422 maximum depth 0.25-0.5 m m3 *** *** ***
Rock
E432 maximum depth 0.25-0.5 m m3 *** *** ***
Artificial hard material
E442 maximum depth 0.25-0.5 m m3 *** *** ***
Excavation ancillaries
Preparation of excavated surfaces
E522 material other than topsoil, rock or
artificial hard material m2 *** *** ***
Disposal of excavated material
E531 topsoil m3 *** *** ***
E532 material other than topsoil, rock or
artificial hard material m3 *** *** ***
E533 rock m3 *** *** ***
E534 artificial hard material m3 *** *** ***
Filling
Embankments
E624 selected excavated material other than
topsoil, rock or artificial hard
material m3 *** *** ***
Filling ancillaries
Preparation of filled surfaces
E722 material other than topsoil, rock or
artificial hard material; inclined at an
angle of 10 degrees - 45 degrees to
the horizontal m2 *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)2.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 October 2002 K(R)2.4/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks
K(R)2.4 : Extension of Concrete
Lining for Ha Wan Channel
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Pricing Schedule and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)2.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)2.4/2 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks
K(R)2.4 : Extension of Concrete
Lining for Ha Wan Channel
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)2.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)2.4/3 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks
K(R)2.4 : Extension of Concrete
Lining for Ha Wan Channel
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF REMEASUREMENT ITEM K(R)2.4
: Extension of Concrete Lining for Ha Wan Channel
Page No. K(R)2.4/1 ***
Page No. K(R)2.4/2 ***
Page No. K(R)2.4/3 ***
--------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ K(R)2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)2.4/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)2 : Widening of Existing Access Road (Area B) - Earthworks
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ K(R)2
: Widening of Existing Access Road (Area B) - Earthworks
Page No. K(R)2.1/COL/1 - Roadworks and Hard Landscaping ***
Page No. K(R)2.2/COL/1 - Soft Landscaping ***
Page No. K(R)2.3/COL/1 - Retaining Wall RW1 ***
Page No. K(R)2.4/COL/1 - Extension of Concrete Lining
for Ha Wan Channel ***
--------------------------------------------------------------------------------
To Summary of Cost Centre K(R) ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)2/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)3 : ▇▇▇▇▇▇▇▇▇▇▇▇ ▇▇ ▇▇▇▇▇▇ ▇▇▇▇ (▇▇▇▇ ▇) - ▇▇▇▇▇▇▇▇▇▇
▇(▇)▇.▇ : Roadworks and Hard Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
EARTHWORKS
Excavation for cuttings
Topsoil
E212 maximum depth 0.25-0.5 m m3 *** *** ***
Material other than topsoil, rock or
artificial hard material
E222 maximum depth 0.25-0.5 m m3 *** *** ***
Rock
E232 maximum depth 0.25-0.5 m m3 *** *** ***
Artificial hard material
E242 maximum depth 0.25-0.5 m m3 *** *** ***
Excavation ancillaries
Preparation of excavated surfaces
E522 material other than topsoil, rock or
artificial hard material m2 *** *** ***
Disposal of excavated material
E531 topsoil m3 *** *** ***
E532 material other than topsoil, rock or
artificial hard material m3 *** *** ***
E533 rock m3 *** *** ***
E534 artificial hard material m3 *** *** ***
Filling
Embankments
E625 imported sand fill m3 *** *** ***
Filling ancillaries
Trimming of filled surfaces
E712 imported sand fill inclined at an angle
of 10 degrees - 45 degrees to the
horizontal m2 *** *** ***
Preparation of filled surfaces
E722 imported sand fill m2 *** *** ***
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)3.1/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)3 : ▇▇▇▇▇▇▇▇▇▇▇▇ ▇▇ ▇▇▇▇▇▇ ▇▇▇▇ (▇▇▇▇ ▇) - ▇▇▇▇▇▇▇▇▇▇
▇(▇)▇.▇ : Roadworks and Hard Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Pricing Schedule and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)3.1/2 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)3 : ▇▇▇▇▇▇▇▇▇▇▇▇ ▇▇ ▇▇▇▇▇▇ ▇▇▇▇ (▇▇▇▇ ▇) - ▇▇▇▇▇▇▇▇▇▇
▇(▇)▇.▇ : Roadworks and Hard Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
--------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)3.1/3 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)3 : ▇▇▇▇▇▇▇▇▇▇▇▇ ▇▇ ▇▇▇▇▇▇ ▇▇▇▇ (▇▇▇▇ ▇) - ▇▇▇▇▇▇▇▇▇▇
▇(▇)▇.▇ : Roadworks and Hard Landscaping
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF REMEASUREMENT ITEM K(R)3.1
: Roadworks and Hard Landscaping
Page No. K(R)3.1/1 ***
Page No. K(R)3.1/2 ***
Page No. K(R)3.1/3 ***
------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ K(R)3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)3.1/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)3 : ▇▇▇▇▇▇▇▇▇▇▇▇ ▇▇ ▇▇▇▇▇▇ ▇▇▇▇ (▇▇▇▇ ▇) - ▇▇▇▇▇▇▇▇▇▇
▇(▇)▇.▇ : Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
EARTHWORKS
General excavation
Topsoil
E413 maximum depth 0.5-1 m m3 *** *** ***
Material other than topsoil, rock or
artificial hard material
E423.1 maximum depth 0.5-1 m m3 *** *** ***
Material other than topsoil, rock or
artificial hard material; Commencing
Surface 700 mm below existing ground
level
E423.2 maximum depth 0.5-1 m m3 *** *** ***
Rock
E433 maximum depth 0.5-1 m m3 *** *** ***
Artificial hard material
E443 maximum depth 0.5-1 m m3 *** *** ***
Excavation ancillaries
Disposal of excavated material
E531 topsoil m3 *** *** ***
E532 material other than topsoil, rock
or artificial hard material m3 *** *** ***
E533 rock m3 *** *** ***
E534 artificial hard material m3 *** *** ***
Filling
General
E632 imported topsoil m3 *** *** ***
Filling ancillaries
Trimming of filled surfaces
E711 imported topsoil m2 *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)3.2 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)3.2/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)3 : ▇▇▇▇▇▇▇▇▇▇▇▇ ▇▇ ▇▇▇▇▇▇ ▇▇▇▇ (▇▇▇▇ ▇) - ▇▇▇▇▇▇▇▇▇▇
▇(▇)▇.▇ : Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is necessary
for the execution of the Works, as
required by the Contract, which has
been omitted from or has not been
separately itemised in this Pricing
Schedule and for which a separate
charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)3.2 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)3.2/2 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)3 : ▇▇▇▇▇▇▇▇▇▇▇▇ ▇▇ ▇▇▇▇▇▇ ▇▇▇▇ (▇▇▇▇ ▇) - ▇▇▇▇▇▇▇▇▇▇
▇(▇)▇.▇ : Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)3.2 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)3.2/3 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)3 : ▇▇▇▇▇▇▇▇▇▇▇▇ ▇▇ ▇▇▇▇▇▇ ▇▇▇▇ (▇▇▇▇ ▇) - ▇▇▇▇▇▇▇▇▇▇
▇(▇)▇.▇ : Soft Landscaping
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF REMEASUREMENT ITEM K(R)3.2
: Soft Landscaping
Page No. K(R)3.2/1 ***
Page No. K(R)3.2/2 ***
Page No. K(R)3.2/3 ***
------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ K(R)3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)3.2/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)3 : ▇▇▇▇▇▇▇▇▇▇▇▇ ▇▇ ▇▇▇▇▇▇ ▇▇▇▇ (▇▇▇▇ ▇) - ▇▇▇▇▇▇▇▇▇▇
▇(▇)▇.▇ : Ha Wan Channel Bridge, Abutments and Piling
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
GROUND INVESTIGATION
Rotary drilled boreholes; by rig; with
washboring to rockhead; in NX size
B310 Numbers nr *** *** ***
Depth without core recovery
B335 in holes of maximum depth 30-40m m *** *** ***
Depth with core recovery
B345 in holes of maximum depth 30-40m m *** *** ***
B350 Depth cased m *** *** ***
B360 Depth backfilled; with cement grout m *** *** ***
B370 Core boxes; length of core 4000 mm nr *** *** ***
Instrumental Observations
Deformation monitoring point; Type 2;
as Drawings no. LCC300/31/G30/002 and
LCC300/31/S04/001
B691.1 Installations nr *** *** ***
B694.1 Monitoring visit *** *** ***
B695.1 Reporting nr *** *** ***
Deformation monitoring point; Type 3;
as Drawings no. LCC300/31/G30/002 and
LCC300/31/S04/001
B691.2 Installations nr *** *** ***
B694.2 Monitoring visit *** *** ***
B695.2 Reporting nr *** *** ***
Laboratory test; to core samples
Rock strength
B771 unconfined compressive strength
of core samples; sample size NX
height 300 mm nr *** *** ***
B775 point load strength of core
Samples; sample size NX height
300 mm nr *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)3.3 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.2 : 28 October 2002 K(R)3.3/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)3 : Construction of Access Road (Area C) - Earthworks
K{R)3.3 : Ha Wan Channel Bridge, Abutments and Piling
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
EARTHWORKS
Excavation for foundations
Material other than topsoil, rock or
artificial hard material
E325 maximum depth 2-5 m m3 *** *** ***
Rock
E335 maximum depth 2-5 m m3 *** *** ***
Excavation ancillaries
Preparation of excavated surfaces
E522 material other than topsoil,
rock or artificial hard material m2 *** *** ***
Disposal of excavated material
E532 material other than topsoil,
rock or artificial hard material m3 *** *** ***
E533 Rock m3 *** *** ***
Filling
To structures; abutments
E615 imported fill; compacted in
layers maximum 300 mm thick;
north and south abutment in
approved sequence m3 *** *** ***
E619 Hessian bags filled with 0.3 m2
of 20 mm aggregate nr *** *** ***
Thickness 350 mm; vertical
E648 no-fine concrete drainage layer m2 *** *** ***
Filling ancillaries
Preparation of filled surfaces
E722 imported compacted fill m2 *** *** ***
Geosynthetic reinforcement; tensile
strength of 200kN/m (minimum)
E790.1 vertical m2 *** *** ***
E790.2 inclined at an angle of 10
degrees to 45 degrees to the
horizontal m2 *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)3.3 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 K(R)3.3/2 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)3 : ▇▇▇▇▇▇▇▇▇▇▇▇ ▇▇ ▇▇▇▇▇▇ ▇▇▇▇ (▇▇▇▇ ▇) - ▇▇▇▇▇▇▇▇▇▇
▇(▇)▇.▇ : Ha Wan Channel Bridge, Abutments and Piling
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Porous concrete sub-soil drain
Nominal bore; 225 mm
I228 in trenches depth 5 m m *** *** ***
PILES
Bored cast in place concrete piles;
class 40/20 design mix; concrete
category C; including access tubes for
sonic testing and coring fully
enclosed within the concrete; piling
to structure Commencing Surface at
+4.00 mpd
Diameter; 1200 mm
P161 number of piles nr *** *** ***
P162 concreted length m *** *** ***
P163 depth bored maximum depth 37 m m *** *** ***
PILING ANCILLARIES
Cast in place concrete piles
Boring through rock
Q126 diameter; 1200 m m *** *** ***
Backfilling empty bore with no fines
concrete or cement sand mix as
approved by the Engineer
Q136 diameter; 1200 m m *** *** ***
Permanent casings each length
exceeding 13 m; corrugated 5 mm thick
Grade 43 steel lining
Q156 diameter; 1200 m m *** *** ***
Cutting off surplus lengths
Q176 diameter; 1200 m m *** *** ***
Preparing heads
Q186 diameter; 1200 m nr *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)3.3 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 K(R)3.3/3 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)3 : ▇▇▇▇▇▇▇▇▇▇▇▇ ▇▇ ▇▇▇▇▇▇ ▇▇▇▇ (▇▇▇▇ ▇) - ▇▇▇▇▇▇▇▇▇▇
▇(▇)▇.▇ : Ha Wan Channel Bridge, Abutments and Piling
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
PILING ANCILLARIES
Cast in place concrete piles
Reinforcement; deformed high yield
steel bars to CS2:1995
Q211 straight bars nominal size not
exceeding 25 m t *** *** ***
Q212 straight bars nominal size
exceeding 25 m t *** *** ***
Q213.1 helical bars nominal size 12 mm t *** *** ***
Q213.2 helical bars nominal size 16 mm t *** *** ***
Pile tests; bored piles
Non-destructive integrity
Q840 sonic coring tests on piles nr *** *** ***
Number of cast in place concrete piles
cored
Q860.1 150 mm diameter; interface core;
as KCRC Standard Specification
section 33.19 nr *** *** ***
Q860.2 150 mm diameter; full core; as
KCRC Standard Specification
section 33.19 nr *** *** ***
Coring of cast in place concrete piles
Q870.1 150 mm diameter; interface core;
as KCRC Standard Specification
section 33.19 m *** *** ***
Q870.2 150 mm diameter; full core;
as KCRC Standard Specification
section 33.19 m *** *** ***
Core boxes; 4000mm long core
Q880.1 150 mm diameter; interface core;
as KCRC Standard Specification
section 33.19 nr *** *** ***
Q880.2 150 mm diameter; full core;
as KCRC Standard Specification
section 33.19 nr *** *** ***
Maintain loading with various
reactions
Q814 Test load; 300-400t nr *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)3.3 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 K(R)3.3/4 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)3 : ▇▇▇▇▇▇▇▇▇▇▇▇ ▇▇ ▇▇▇▇▇▇ ▇▇▇▇ (▇▇▇▇ ▇) - ▇▇▇▇▇▇▇▇▇▇
▇(▇)▇.▇ : Ha Wan Channel Bridge, Abutments and Piling
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is necessary
for the execution of the Works, as
required by the Contract, which has
been omitted from or has not been
separately itemised in this Pricing
Schedule and for which a separate
charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)3.3 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)3.3/5 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)3 : ▇▇▇▇▇▇▇▇▇▇▇▇ ▇▇ ▇▇▇▇▇▇ ▇▇▇▇ (▇▇▇▇ ▇) - ▇▇▇▇▇▇▇▇▇▇
▇(▇)▇.▇ : Ha Wan Channel Bridge, Abutments and Piling
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)3.3 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)3.3/6 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)3 : ▇▇▇▇▇▇▇▇▇▇▇▇ ▇▇ ▇▇▇▇▇▇ ▇▇▇▇ (▇▇▇▇ ▇) - ▇▇▇▇▇▇▇▇▇▇
▇(▇)▇.▇ : Ha Wan Channel Bridge, Abutments and Piling
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF REMEASUREMENT ITEM K(R)3.3
: Ha Wan Channel Bridge, Abutments and Piling
Page No. K(R)3.3/1 ***
Page No. K(R)3.3/2 ***
Page No. K(R)3.3/3 ***
Page No. K(R)3.3/4 ***
Page No. K(R)3.3/5 ***
Page No. K(R)3.3/6 ***
------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ K(R)3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)3.3/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)3 : ▇▇▇▇▇▇▇▇▇▇▇▇ ▇▇ ▇▇▇▇▇▇ ▇▇▇▇ (▇▇▇▇ ▇) - ▇▇▇▇▇▇▇▇▇▇
▇(▇)▇.▇ : Surcharge and Vertical Drains
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
GEOTECHNICAL AND OTHER SPECIALIST
PROCESSES
Band drains; prefabricated,
continuously extruded material,
comprising a core and a filter
Number of drains
C811 cross-sectional dimension not
exceeding 100 mm nr *** *** ***
Depth of overlying material
C831 cross-sectional dimension not
exceeding 100 mm m *** *** ***
Depth of drains maximum depth not
exceeding 10 m
C841 cross-sectional dimension not
exceeding 100 mm m *** *** ***
Depth of drains maximum depth 10-15 m
C851 cross-sectional dimension not
exceeding 100 mm m *** *** ***
EARTHWORKS
General excavation at existing ponds
sand fill
E425 maximum depth 2-5 m m3 *** *** ***
Excavation ancillaries
Preparation of excavated surfaces
E522 sand fill m2 *** *** ***
Disposal of excavated material
E532 sand fill m3 *** *** ***
Filling; to existing ponds
Embankments
E625 imported sand fill m3 *** *** ***
E627 imported grade 400 rock m3 *** *** ***
Depth 500mm; inclined at an angle of
10 degrees - 45 degrees to the
horizontal
E647 rock fill grade 200 m2 *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)3.4 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 K(R)3.4/1 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)3 : ▇▇▇▇▇▇▇▇▇▇▇▇ ▇▇ ▇▇▇▇▇▇ ▇▇▇▇ (▇▇▇▇ ▇) - ▇▇▇▇▇▇▇▇▇▇
▇(▇)▇.▇ : Surcharge and Vertical Drains
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
EARTHWORKS
Surcharge to the EVA
General
E659 Loading 25KPa by material
approved by the Engineer m2 *** *** ***
Filling ancillaries
Trimming of filled surfaces
E712 imported sand fill m2 *** *** ***
E713.1 rock fill grade 200; inclined at
an angle of 10 degrees - 45
degrees to the horizontal m2 *** *** ***
E713.2 rock fill grade 400; inclined at
an angle of 10 degrees - 45
degrees to the horizontal m2 *** *** ***
E790 Geosynthetic reinforcement;
tensile strength of 200kN/m
(minimum) m2 *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)3.4 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 K(R)3.4/2 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)3 : ▇▇▇▇▇▇▇▇▇▇▇▇ ▇▇ ▇▇▇▇▇▇ ▇▇▇▇ (▇▇▇▇ ▇) - ▇▇▇▇▇▇▇▇▇▇
▇(▇)▇.▇ : Surcharge and Vertical Drains
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is necessary
for the execution of the Works, as
required by the Contract, which has
been omitted from or has not been
separately itemised in this Pricing
Schedule and for which a separate
charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)3.4 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)3.4/3 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)3 : ▇▇▇▇▇▇▇▇▇▇▇▇ ▇▇ ▇▇▇▇▇▇ ▇▇▇▇ (▇▇▇▇ ▇) - ▇▇▇▇▇▇▇▇▇▇
▇(▇)▇.▇ : Surcharge and Vertical Drains
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)3.4 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)3.4/4 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)3 : Construction of Access Road (Area C)- Earthworks
K(R)3.4 : Surcharge and Vertical Drains
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF REMEASUREMENT ITEM K(R)3.4
: Surcharge and Vertical Drains
Page No. K(R)3.4/1 ***
Page No. K(R)3.4/2 ***
Page No. K(R)3.4/3 ***
Page No. K(R)3.4/4 ***
------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ K(R)3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)3.4/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)3 : ▇▇▇▇▇▇▇▇▇▇▇▇ ▇▇ ▇▇▇▇▇▇ ▇▇▇▇ (▇▇▇▇ ▇) - ▇▇▇▇▇▇▇▇▇▇
▇(▇)▇.▇ : Retaining Structure & Piling at CH 1490
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
GROUND INVESTIGATION
Rotary drilled boreholes; by rig; with
washboring to rockhead; NX size
B310 Numbers nr *** *** ***
Depth without core recovery
B335 in holes of maximum depth 30-40m m *** *** ***
Depth with core recovery
B345 in holes of maximum depth 30-40m m *** *** ***
B350 Depth cased m *** *** ***
B360 Depth backfilled; with cement
grout m *** *** ***
B370 Core boxes; length of core
4000 mm nr *** *** ***
Laboratory tests; to core samples
Rock strength
B771 unconfined compressive strength
of core samples; sample size NX
height 300 mm nr *** *** ***
B775 point load strength of core
samples; sample size NX height
300 mm nr *** *** ***
EARTHWORKS
Excavation for foundations
Material other than topsoil, rock
or artificial hard material
E325 maximum depth 2-5 m m3 *** *** ***
Excavation ancillaries
Preparation of excavated surfaces
E522 material other than topsoil,
rock or artificial hard material m2 *** *** ***
Disposal of excavated material
E532 material other than topsoil, rock or
artificial hard material m3 *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)3.5 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 K(R)3.5/1 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)3 : ▇▇▇▇▇▇▇▇▇▇▇▇ ▇▇ ▇▇▇▇▇▇ ▇▇▇▇ (▇▇▇▇ ▇) - ▇▇▇▇▇▇▇▇▇▇
▇(▇)▇.▇ : Retaining Structure & Piling at CH 1490
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
EARTHWORKS
Filling
To structures; abutments
E615 imported fill; compacted in
layers maximum 300 mm thick;
north and south abutment in
approved sequence m3 *** *** ***
E619 Hessian bags filled with 0.3 m2
of 20 mm aggregate nr *** *** ***
Thickness 350 mm; vertical
E648 no-fine concrete drainage layer m2 *** *** ***
Filling ancillaries
Preparation of filled surfaces
E722 imported compacted fill m2 *** *** ***
Geosynthetic reinforcement;
tensile strength of 200kN/m
(minimum)
E790.1 vertical m2 *** *** ***
E790.2 inclined at an angle of 10
degrees to 45 degrees to the
horizontal m2 *** *** ***
PIPEWORK - PIPES
Porous concrete sub-soil drain
Nominal bore; 225 mm
I228 in trenches depth 2 m m *** *** ***
PILES
Bored cast in place concrete piles;
class 40/20 design mix; concrete
category C; including access tubes for
sonic testing and coring fully enclosed
within the concrete; piling to
structure Commencing Surface at +4.00
mpd
Diameter; 1200 mm
P161 number of piles nr *** *** ***
P162 concreted length m *** *** ***
P163 depth bored maximum depth 37 m m *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)3.5 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 K(R)3.5/2 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)3 : ▇▇▇▇▇▇▇▇▇▇▇▇ ▇▇ ▇▇▇▇▇▇ ▇▇▇▇ (▇▇▇▇ ▇) - ▇▇▇▇▇▇▇▇▇▇
▇(▇)▇.▇ : Retaining Structure & Piling at CH 1490
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
PILING ANCILLARIES
Cast in place concrete piles
Boring through rock
Q126 diameter; 1200 m m *** *** ***
Backfilling empty bore with no
fines concrete or cement sand
mix as approved by the Engineer
Q136 diameter; 1200 m m *** *** ***
Permanent casings each length
exceeding 13 m; corrugated 5 mm
thick Grade 43 steel lining
Q156 diameter; 1200 m m *** *** ***
Cutting off surplus lengths
Q176 diameter; 1200 m m *** *** ***
Preparing heads
Q186 diameter; 1200 m nr *** *** ***
Cast in place concrete piles
Reinforcement; deformed high yield
steel bars to CS2:1995
Q211 straight bars nominal size not
exceeding 25 m t *** *** ***
Q212 straight bars nominal size
exceeding 25 m t *** *** ***
Q213.1 helical bars nominal size 12 mm t *** *** ***
Q213.2 helical bars nominal size 16 mm t *** *** ***
Pile tests; bored piles
Non-destructive integrity
Q840 sonic coring tests on piles nr *** *** ***
Number of cast in place concrete
piles cored
Q860.1 150 mm diameter; interface core;
as KCRC Standard Specification
section 33.19 nr *** *** ***
Q860.2 150 mm diameter; full core; as
KCRC Standard Specification
section 33.19 nr *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)3.5 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 K(R)3.5/3 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)3 : ▇▇▇▇▇▇▇▇▇▇▇▇ ▇▇ ▇▇▇▇▇▇ ▇▇▇▇ (▇▇▇▇ ▇) - ▇▇▇▇▇▇▇▇▇▇
▇(▇)▇.▇ : Retaining Structure & Piling at CH 1490
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
PILING ANCILLARIES
Pile tests; bored piles(Cont'd)
Coring of cast in place concrete
piles
Q870.1 150 mm diameter; interface core;
as KCRC Standard Specification
section 33.19 m *** *** ***
Q870.2 150 mm diameter; full core;
as KCRC Standard Specification
section 33.19 m *** *** ***
Core boxes; 4000mm long core
Q880.1 150 mm diameter; interface core;
as KCRC Standard Specification
section 33.19 nr *** *** ***
Q880.2 150 mm diameter; full core;
as KCRC Standard Specification
section 33.19 nr *** *** ***
Q817 Test load : 800 - 1000 t nr *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)3.5 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 K(R)3.5/4 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)3 : ▇▇▇▇▇▇▇▇▇▇▇▇ ▇▇ ▇▇▇▇▇▇ ▇▇▇▇ (▇▇▇▇ ▇) - ▇▇▇▇▇▇▇▇▇▇
▇(▇)▇.▇ : Retaining Structure & Piling at CH 1490
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is necessary
for the execution of the Works, as
required by the Contract, which has
been omitted from or has not been
separately itemised in this Pricing
Schedule and for which a separate
charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)3.5 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 K(R)3.5/5 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)3 : ▇▇▇▇▇▇▇▇▇▇▇▇ ▇▇ ▇▇▇▇▇▇ ▇▇▇▇ (▇▇▇▇ ▇) - ▇▇▇▇▇▇▇▇▇▇
▇(▇)▇.▇ : Retaining Structure & Piling at CH 1490
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)3.5 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 K(R)3.5/6 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)3 : ▇▇▇▇▇▇▇▇▇▇▇▇ ▇▇ ▇▇▇▇▇▇ ▇▇▇▇ (▇▇▇▇ ▇) - ▇▇▇▇▇▇▇▇▇▇
▇(▇)▇.▇ : Retaining Structure & Piling at CH 1490
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF REMEASUREMENT ITEM K(R)3.5
: Retaining Structure & Piling at CH 1490
Page No. K(R)3.5/1 ***
Page No. K(R)3.5/2 ***
Page No. K(R)3.5/3 ***
Page No. K(R)3.5/4 ***
Page No. K(R)3.5/5 ***
Page No. K(R)3.5/6 ***
------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ K(R)3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 K(R)3.5/COL/1 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇.▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
pricing Schedule K(R)3 : Construction of Access Road (Area C) - Earthworks
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ K(R)3
: Construction of Access Road (Area C) - Earthworks
page No. K(R)3.1/COL/1 - Roadworks and Hard Landscaping ***
Page No. K(R)3.2/COL/1 - Soft Landscaping ***
Page No. K(R)3.3/COL/1 - Ha Wan Channel Bridge, Abutments
and Piling ***
Page No. K(R) 3.4/COL/1 - Surcharge and Vertical Drains ***
Page No. K(R) 3.5/COL/1 - Retaining Structure & Piling at
CH 1490 ***
------------------------------------------------------------------------------
To Summary of Cost Centre K(R) ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 K(R)3/COL/1 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks
K(R)4.1 : Roadworks and Hard Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
EARTHWORKS
Excavation for cuttings
Topsoil
E212 maximum depth 0.25-0.5 m m3 *** *** ***
Material other than topsoil, rock or
artificial hard material
E222 maximum depth 0.25-0.5 m m3 *** *** ***
Rock
E232 maximum depth 0.25-0.5 m m3 *** *** ***
Artificial hard material
E242 maximum depth 0.25-0.5 m m3 *** *** ***
Excavation ancillaries
Preparation of excavated surfaces
E522 material other than topsoil, rock
or artificial hard material m2 *** *** ***
Disposal of excavated material
E531 topsoil m3 *** *** ***
E532 material other than topsoil,
rock or artificial hard material m3 *** *** ***
E533 rock m3 *** *** ***
E534 artificial hard material m3 *** *** ***
Filling
Embankments
E624 selected excavated material
other than topsoil, rock or
artificial hard material m3 *** *** ***
E625 imported sand fill m3 *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)4.1 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)4.1/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks
K(R)4.1 : Roadworks and Hard Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
EARTHWORKS
Filling ancillaries
Trimming of filled surfaces
E712 imported sand fill m2 *** *** ***
Preparation of filled surfaces
E722.1 material other than topsoil,
rock or artificial hard
material m2 *** *** ***
E722.2 imported sand fill m2 *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)4.1 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)4.1/2 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks
K(R)4.1 : Roadworks and Hard Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is necessary
for the execution of the Works, as
required by the Contract, which has
been omitted from or has not been
separately itemised in this Pricing
Schedule and for which a separate
charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)4.1 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)4.1/3 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks
K(R)4.1 : Roadworks and Hard Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)4.1 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)4.1/4 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks
K(R)4.1 : Roadworks and Hard Landscaping
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF REMEASUREMENT ITEM K(R)4.1
: Roadworks and Hard Landscaping
Page No. K(R)4.1/1 ***
Page No. K(R)4.1/2 ***
Page No. K(R)4.1/3 ***
Page No. K{R)4.1/4 ***
------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ K(R)4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)4.1/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks
K(R)4.2 : Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
EARTHWORKS
General excavation
Topsoil
E413 maximum depth 0.5-1 m m3 *** *** ***
Material other than topsoil, rock
or artificial hard material
E423.1 maximum depth 0.5-1 m m3 *** *** ***
Material other than topsoil, rock
or artificial hard material;
Commencing Surface 700 mm below
existing ground level
E423.2 maximum depth 0.5-1 m m3 *** *** ***
Rock
E433 maximum depth 0.5-1 m m3 *** *** ***
Artificial hard material
E443 maximum depth 0.5-1 m m3 *** *** ***
Excavation ancillaries
Disposal of excavated material
E531 topsoil m3 *** *** ***
E532 material other than topsoil,
rock or artificial hard
material m3 *** *** ***
E533 rock m3 *** *** ***
E534 artificial hard material m3 *** *** ***
Filling
General
E632 imported topsoil m3 *** *** ***
Filling ancillaries
Trimming of filled surfaces
E711 imported topsoil m2 *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)4.2 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 K(R)4.2/1 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks
K(R)4.2 : Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is necessary
for the execution of the Works, as
required by the Contract, which has
been omitted from or has not been
separately itemised in this Pricing
Schedule and for which a separate
charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)4.2 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)4.2/2 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks
K(R)4.2 : Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)4.2 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)4.2/3 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks
K(R)4.2 : Soft Landscaping
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF REMEASUREMENT ITEM K(R)4.2
: Soft Landscaping
Page No. K(R)4.2/1 ***
Page No. K(R)4.2/2 ***
Page No. K(R)4.2/3 ***
------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ K(R)4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)4.2/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks
K(R)4.3: Not Used
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
Not Used
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)4.3 N/A
------------
[STAMP]
Rev.1 : 28 June 2002 K(R)4.3/1 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks
K(R)4.3: Not Used
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
Not Used
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)4.3 N/A
------------
[STAMP]
Rev.1 : 28 June 2002 K(R)4.3/2 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks
K(R)4.3: Not Used
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
Not Used
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)4.3 N/A
------------
[STAMP]
Rev.1 : 28 June 2002 K(R)4.3/3 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks
K(R)4.3: Not Used
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
Not Used
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)4.3 N/A
------------
[STAMP]
Rev.1 : 28 June 2002 K(R)4.3/4 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇): EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks
K(R)4.3: Not Used
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF REMEASUREMENT ITEM K(R)4.3 Not Used
Page No. K(R)4.3/1 N/A
Page No. K(R)4.3/2 N/A
Page No. K(R)4.3/3 N/A
page No. K(R)4.3/4 N/A
------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ K(R)4 N/A
-----------
[STAMP]
Rev.1 : 28 June 2002 K(R)4.3/COL/1 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks
K(R)4.4 : Ha Wan Channel Culvert Extension
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
EARTHWORKS
General excavation
Topsoil
E411 maximum depth not exceeding
0.25 m m3 *** *** ***
Material other than topsoil, rock
or artificial hard material
E425 maximum depth 2-5 m m3 *** *** ***
Rock
E435 maximum depth 2-5 m m3 *** *** ***
Artificial hard material
E443 maximum depth 2-5 m m3 *** *** ***
Excavation ancillaries
Disposal of excavated material
E531 topsoil m3 *** *** ***
E532 material other than topsoil,
rock or artificial hard
material m3 *** *** ***
E533 rock m3 *** *** ***
E534 artificial hard material m3 *** *** ***
Filling
Depth 500 mm; inclined at an
angle of 10 degrees - 45 degrees
to the horizontal
E647 rock fill grade 200 m2 *** *** ***
Filling ancillaries
Preparation of filled surfaces
E723 rock fill grade 200 m2 *** *** ***
E790.1 Geosynthetic reinforcement;
tensile strength of 200kN/m
(minimum) m2 *** *** ***
Approved geosynthetic drainage
material
E790.2 vertical m2 *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)4.4 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 K(R)4.4/1 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks
K(R)4.4 : Ha Wan Channel Culvert Extension
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is necessary
for the execution of the Works, as
required by the Contract, which has
been omitted from or has not been
separately itemised in this Pricing
Schedule and for which a separate
charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)4.4 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)4.4/2 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks
K(R)4.4 : Ha Wan Channel Culvert Extension
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)4.4 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)4.4/3 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks
K(R)4.4 : Ha Wan Channel Culvert Extension
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF REMEASUREMENT ITEM K(R)4.4
: Ha Wan Channel Culvert Extension
Page No. K(R)4.4/1 ***
Page No. K(R)4.4/2 ***
Page No. K(R)4.4/3 ***
------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ K(R)4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)4.4/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)4 : Widening of Boundary Patrol Road (Area D) - Earthworks
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ K(R)4
: Widening of Boundary Patrol Road (Area D) - Earthworks
Page No. K(R)4.1/COL/1 - Roadworks and Hard Landscaping ***
Page No. K(R)4.2/COL/1 - Soft Landscaping ***
Page No. K(R)4.3/COL/1 - Not Used N/A
Page No. K(R)4.4/COL/1 - Ha Wan Channel Culvert Extension ***
------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ K(R) ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Rev.1 : 28 June 2002 K(R)4/COL/1 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)5 : Link Bridge - Earthworks
K(R)5.1 : Link Bridge
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
EARTHWORKS
Excavation for foundations
Material other than topsoil, rock or
artificial hard material; Commencing
Surface at reduced level +5.15 mPD
E324 maximum depth 1-2 m m3 *** *** ***
E325 maximum depth 2-5 m m3 *** *** ***
Rock; Commencing Surface at
reduced level +5.15 mPD
E334 maximum depth 1-2 m m3 *** *** ***
Artificial hard material
E344 maximum depth 1-2 m m3 *** *** ***
General excavation
Topsoil
E412 maximum depth 0.25-0.5 m m3 *** *** ***
Material other than topsoil, rock
or artificial hard material;
Commencing Surface at final
formation level +5.5 mPD
E422 maximum depth 0.25-0.5 m m3 *** *** ***
Rock; Commencing Surface at final
formation level +5.5m mPD
E432 maximum depth 0.25-0.5 m m3 *** *** ***
Artificial hard material
E442 maximum depth 0.25-0.5 m m3 *** *** ***
Excavation ancillaries
Preparation of excavated surfaces
E522 material other than topsoil,
rock or artificial hard
material m2 *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)5.1 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 October 2002 K(R)5.1/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)5 : Link Bridge - Earthworks
K(R)5.1 : Link Bridge
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
EARTHWORKS
Excavation ancillaries (Cont'd)
Disposal of excavated material
E531 topsoil m3 *** *** ***
E532 material other than topsoil,
rock or artificial hard
material m3 *** *** ***
E533 rock m3 *** *** ***
E534 artificial hard material m3 *** *** ***
Filling
To structures
E614 selected excavated material
other than topsoil, rock or
artificial hard material m3 *** *** ***
General
E634 selected excavated material
other than topsoil, rock or
artificial hard material m3 *** *** ***
Filling ancillaries
Preparation of filled surfaces
E722 material other than topsoil,
rock or artificial hard
material m2 *** *** ***
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)5.1 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)5.1/2 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)5 : Link Bridge - Earthworks
K(R)5.1 : Link Bridge
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is necessary
for the execution of the Works, as
required by the Contract, which has
been omitted from or has not been
separately itemised in this Pricing
Schedule and for which a separate
charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)5.1 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)5.1/3 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)5 : Link Bridge - Earthworks
K(R)5.1 : Link Bridge
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
-----------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)5.1 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)5.1/4 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)5 : Link Bridge - Earthworks
K(R)5.1 : Link Bridge
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF REMEASUREMENT ITEM K(R)5.1
: Link Bridge
Page No. K(R)5.1/1 ***
Page No. K(R)5.1/2 ***
Page No. K(R)5.1/3 ***
Page No. K(R)5.1/4 ***
------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ K(R)5 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 26 April 2002 K(R)5.1/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Pricing Schedule K(R)5 : Link Bridge - Earthworks
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ K(R)5
: Link Bridge - Earthworks
Page No. K(R)5.1/COL/1 - Link Bridge Earthworks ***
------------------------------------------------------------------------------
To Summary of Cost Centre K(R) ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)5/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - Earthwork and Piling(Option 1)
Pricing Schedule K(R)6 : Piling to Link Bridge
K(R)6.1 : Piling Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GROUND INVESTIGATIONS
Rotary drilled boreholes; by rig
Number
B310 NX size nr *** *** ***
Depth without core recovery;
NX size
B334 In holes of maximum depth 20-3Om m *** *** ***
Depth with core recovery;
NX size
B344 In holes of maximum depth 20-3Om m *** *** ***
Depth cased
B350 NX size m *** *** ***
Depth backfilled with sand
B360 NX size m *** *** ***
B370 Core boxes, length of core 1000mm nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 K(R)6.1/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - Earthwork and Piling(Option 1)
Pricing Schedule K(R)6 : Piling to Link Bridge
K(R)6.1 : Piling Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GROUND INVESTIGATIONS (CONT'D)
Samples
From boreholes
B429.1 76mm diameter Piston samples nr *** *** ***
B429.2 76mm diameter Mazier samples nr *** *** ***
B429.3 U100 samples in alluvial sand and
gravel nr *** *** ***
Site tests and observations
B513 Standard penetration tests with
liner samples; in rotary drilled
boreholes nr *** *** ***
B519 Vane shear tests nr *** *** ***
Instrumental Observations
Deformation monitoring point;
Type 2; as Drawings no.
LCC300/31/G30/002 and
LCC300/31/S04/001
B691.1 Installations nr *** *** ***
B694.1 Monitoring visit *** *** ***
B695.1 Reporting nr *** *** ***
Deformation monitoring point;
Type 3; as Drawings no.
LCC300/31/G30/002 and
LCC300/31/S04/001
B691.2 Installations nr *** *** ***
B694.2 Monitoring visit *** *** ***
B695.2 Reporting nr *** *** ***
Laboratory tests
B771 Uniaxial compression testing of
core sample in NX size and
1000mm in height nr *** *** ***
B775 Point load strength of core
samples in NX size nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.2 : 28 October 2002 K(R)6.1/2 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - Earthwork and Piling(Option 1)
Pricing Schedule K(R)6 : Piling to Link Bridge
K(R)6.1 : Piling Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PILES
Preliminary piles
Bored cast in place concrete
piles: grade 40/20D reinforced
in-situ concrete; concrete
category C; including steel tubes
for testing and coring fully
enclosed within concrete; commencing
at level +4.0mPD to +9.0mPD
Diameter: 1800mm
P191.1 Number of piles nr *** *** ***
P192.1 Concreted length m *** *** ***
P193.1 Depth bored maximum depth 20-25m m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)6.1/3 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - Earthwork and Piling(Option 1)
Pricing Schedule K(R)6 : Piling to Link Bridge
K(R)6.1 : Piling Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PILING ANCILLARIES
Preliminary piles
Cast in place concrete piles
Boring through rock
Q129.1 Diameter: 1800mm m *** *** ***
Permanent corrugated Grade 43
steel casings 5mm thick each
length exceeding 13m
Q159.1 Diameter: 1800mm m *** *** ***
Cutting off surplus lengths;
including removal of debonding
materials
Q179.1 diameter; 1800 mm m *** *** ***
Preparing heads
Q189.1 diameter; 1800 mm nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)6.1/4 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - Earthwork and Piling(Option 1)
Pricing Schedule K(R)6 : Piling to Link Bridge
K(R)6.1 : Piling Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PILING ANCILLARIES (CONT'D)
Preliminary piles (Cont'd)
Cast in place concrete piles
Reinforcement; deformed high
yield steel bars to CS2:1995
of Hong Kong; with a temporary
debonding material by elliot
pile breaking method for all
reinforcement protruding above
permanent cut-off level
Q212.1 Straight bars, nominal size t *** *** ***
exceeding 25mm
Q213.1 Helical bar, nominal size 12mm t *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)6.1/5 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - Earthwork and Piling(Option 1)
Pricing Schedule K(R)6 : Piling to Link Bridge
K(R)6.1 : Piling Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PILING ANCILLARIES (CONT'D)
Preliminary piles (Cont'd)
Pile tests
Maintain loading with various
reactions
Q819.1 Test load; 2,000-3,000t nr *** *** ***
Non-destructive integrity
Q840.1 Sonic test nr *** *** ***
Q840.2 Weld test by ultrasonic
examination nr *** *** ***
Q840.3 Weld test by radiographic
examination nr *** *** ***
Q860.1 Number of cast in place concrete
pile cored; full coring nr *** *** ***
Q860.2 Number of cast in place concrete
pile cored; pile/rock interface
coring nr *** *** ***
Q870.1 Coring of cast in place concrete
piles; full coring m *** *** ***
Q870.2 Coring of cast in place concrete
piles; pile/rock interface
coring m *** *** ***
Q880.1 Core boxes, length of core 1000mm nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)6.1/6 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - Earthwork and Piling(Option 1)
Pricing Schedule K(R)6 : Piling to Link Bridge
K(R)6.1 : Piling Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PILES
Bored cast in place concrete
piles; grade 40/20D reinforced
in-situ concrete: concrete
category C: including steel tubes
for testing and coring fully
enclosed within concrete; commencing
at level +4.0mPD to +9.0mPD
Diameter: 1800mm
P191.2 Number of piles nr *** *** ***
P192.2 Concreted length m *** *** ***
P193.2 Depth bored maximum depth 20-25m m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)6.1/7 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - Earthwork and Piling(Option 1)
Pricing Schedule K(R)6 : Piling to Link Bridge
K(R)6.1 : Piling Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PILING ANCILLARIES
Cast in place concrete piles
Boring through rock
Q129.2 Diameter: 1800mm m *** *** ***
Permanent corrugated Grade 43
steel casings 5mm thick each
length exceeding 13m
Q159.2 Diameter: 1800mm m *** *** ***
Cutting off surplus lengths;
including removal of debonding
materials
Q179.2 diameter; 1800 mm m *** *** ***
Preparing heads
Q189.2 diameter; 1800 mm nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)6.1/8 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - Earthwork and Piling(Option 1)
Pricing Schedule K(R)6 : Piling to Link Bridge
K(R)6.1 : Piling Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PILING ANCILLARIES (CONT'D)
Cast in place concrete piles
Reinforcement; deformed high
yield steel bars to CS2:1995
of Hong Kong; with a temporary
debonding material by elliot
pile breaking method for all
reinforcement protruding above
permanent cut-off level
Q212.2 Straight bars, nominal size t *** *** ***
exceeding 25mm
Q213.2 Helical bar nominal size 12mm t *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)6.1/9 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - Earthwork and Piling(Option 1)
Pricing Schedule K(R)6 : Piling to Link Bridge
K(R)6.1 : Piling Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PILING ANCILLARIES (CONT'D)
Pile tests
Maintain loading with various
reactions
Q819.2 Test load; 2,000-3,000t nr *** *** ***
Non-destructive integrity
Q840.4 Sonic test nr *** *** ***
Q840.5 Weld test by ultrasonic
examination nr *** *** ***
Q840.6 Weld test by radiographic
examination nr *** *** ***
Q860.3 Number of cast in place concrete
pile cored; full coring nr *** *** ***
Q860.4 Number of cast in place concrete
pile cored; pile/rock interface
coring nr *** *** ***
Q870.3 Coring of cast in place concrete
piles; full coring m *** *** ***
Q870.4 Coring of cast in place concrete
piles; pile/rock interface
coring m *** *** ***
Q880.2 Core boxes, length of core 1000mm nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)6.1/10 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - Earthwork and Piling(Option 1)
Pricing Schedule K(R)6 : Piling to Link Bridge
K(R)6.1 : Piling Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of work
or obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Pricing Schedule and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rates of
Columns entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)6.1/11 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - Earthwork and Piling(Option 1)
Pricing Schedule K(R)6 : Piling to Link Bridge
K(R)6.1 : Piling Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
Method Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Remeasurement Item K(R)6.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)6.1/12 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - Earthwork and Piling(Option 1)
Pricing Schedule K(R)6 : Piling to Link Bridge
K(R)6.1 : Piling Works
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------
COLLECTION OF REMEASUREMENT ITEM K(R)6.1
: Piling Works
Page No. K(R)6.1/1 ***
Page No. K(R)6.1/2 ***
Page No. K(R)6.1/3 ***
Page No. K(R)6.1/4 ***
Page No. K(R)6.1/5 ***
Page No. K(R)6.1/6 ***
Page No. K(R)6.1/7 ***
Page No. K(R)6.1/8 ***
Page No. K(R)6.1/9 ***
Page No. K(R)6.1/10 ***
Page No. K(R)6.1/11 ***
Page No. K(R)6.1/12 ***
--------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ K(R)6 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)6.1/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - Earthwork and Piling(Option 1)
Pricing Schedule K(R)6 : Piling to Link Bridge
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ K(R)6
: Piling to Link Bridge
Page No. K(R)6.1/COL/1 ***
--------------------------------------------------------------------------
To Summary of Cost Centre K(R) ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R)6/COL/1 ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ ▇(▇) : EPIW - EARTHWORKS AND PILING(OPTION 1)
Pricing Schedule SUMMARY
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
Summary of Cost Centre K(R) : EPIW - EARTHWORKS AND PILING (OPTION 1)
Page
K(R)1/COL/1 - Widening of Lok Ma ▇▇▇▇ Road (Area A) - Earthworks
& Piling ***
K(R)2/COL/1 - Widening of Existing Access Road (Area B) - Earthworks ***
K(R)3/COL/1 - Construction of Access Road (Area C) - Earthworks ***
K(R)4/COL/1 - Widening of Boundary Patrol Road (Area D) - Earthworks ***
K(R)5/COL/1 - Link Bridge - Earthworks ***
K(R)6/COL/1 - Piling to Link Bridge ***
--------------------------------------------------------------------------------
To Pricing Schedule Summary ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 K(R).SUM/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1)
Pricing Schedule L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A)(EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
L1: WIDENING OF LOK MA ▇▇▇▇ ROAD
(AREA A - Chainage 220m to
Chainage 870m) (EPIW) (OPTION 1)
LSL1.1 Roadworks sum ***
LSL1.2 Underground Drainage sum ***
LSL1.3 Hard and Soft Landscaping sum ***
LSL1.4 Culvert Construction at ▇▇▇▇ Tau
Tsuen Road sum ***
LSL1.5 BWIC with Services sum ***
LSL1.6 Refuse Collection Point sum ***
LSL1.7 Diversion of Drainage Utilities sum ***
LSL1.8 Diversion of Utilities sum ***
LSL1.9 Irrigation sum ***
LSL1.10 Fire Hydrants sum ***
LSL1.11 Diversion of Existing Telephone
Utilities sum ***
-------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ L1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 L1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1)
Pricing Schedule L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A)(EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Pricing Schedule
and for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall
be "sum", with Quantity and
Rate columns entered with
"N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ L1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 L1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1)
Pricing Schedule L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A)(EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with CESMM3 Section 7
a) SAVING/DEDUCTIONS FOR DUPLICATION
OF WORKS AT THE INTERFACE OF AREA A
AND EMPLOYERS COMMITMENTS TO
ADJACENT LAND OWNERS AND TENANTS ***
b) REDUCTION FOR VALUE ADDED PREMIUM
FOR EXISTING MATERIALS UTILISED
WITHIN THE WORKS ***
-------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ L1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 October 2002 L1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1)
Pricing Schedule L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A)(EPIW)(Option 1)
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ L1
: Widening of Lok Ma ▇▇▇▇ Road (Area A)(EPIW)(Option 1)
Page No. L1/1 ***
Page No. L1/2 ***
Page No. L1/3 ***
--------------------------------------------------------------------------------
To Summary of Cost Centre L ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 L1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1)
Pricing Schedule L2 : Widening of Existing Access Road (Area B)(EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
L2: WIDENING OF EXISTING ROAD
(AREA B - Chainage 870m to
Chainage 1140m) (EPIW) (OPTION 1)
LSL2.1 Roadworks sum ***
LSL2.2 Underground Drainage sum ***
LSL2.3 Hard and Soft Landscaping sum ***
LSL2.4 Retaining Wall RW1 sum ***
LSL2.5 Extension of Concrete Lining for
Ha Wan Channel sum ***
LSL2.6 Head Wall and Wing Wall for
Culvert at Road Chainage 1000 sum ***
LSL2.7 BWIC with Services sum ***
LSL2.8 Irrigation sum ***
LSL2.9 Diversion of Utilities sum ***
LSL2.10 Fire Hydrants sum ***
LSL2.11 Diversion of Existing Telephone
Utilities sum ***
-------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ L2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 L2/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1)
Pricing Schedule L2 : Widening of Existing Access Road (Area B)(EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Pricing Schedule
and for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall
be "sum", with Quantity and
Rate columns entered with
"N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ L2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 L2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1)
Pricing Schedule L2 : Widening of Existing Access Road (Area B)(EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ L2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 L2/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1)
Pricing Schedule L2 : Widening of Existing Access Road (Area B)(EPIW)(Option 1)
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ L2
: Widening of Existing Access Road (Area B)(EPIW)(Option 1)
Page No. L2/1 ***
Page No. L2/2 ***
Page No. L2/3 ***
--------------------------------------------------------------------------------
To Summary of Cost Centre L ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 L2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1)
Pricing Schedule L3 : Construction of Access Road (Area C)(EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
L3: CONSTRUCTION OF ▇▇▇▇▇▇ ▇▇▇▇
(▇▇▇▇ ▇ - ▇▇▇▇▇▇▇▇ ▇▇▇▇▇ to
Chainage 1990m) (EPIW) (OPTION 1)
LSL3.1 Roadworks sum ***
LSL3.2 Underground Drainage sum ***
LSL3.3 Hard and Soft Landscaping sum ***
LSL3.4 Ha Wan Channel Bridge & Abutments sum ***
LSL3.5 BWIC with Services sum ***
LSL3.6 Geotechnical Instrumentation
and Monitoring sum ***
LSL3.7 Diversion of Utilities sum ***
LSL3.8 Irrigation sum ***
LSL3.9 Fire Hydrants sum ***
LSL3.10 Diversion of Existing Telephone
Utilities sum ***
LSL3.11 Retaining Structure at CH 1490 sum ***
-------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ L3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 L3/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1)
Pricing Schedule L3 : Construction of Access Road (Area C)(EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Pricing Schedule
and for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall
be "sum", with Quantity and
Rate columns entered with
"N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ L3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 L3/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1)
Pricing Schedule L3 : Construction of Access Road (Area C)(EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with CESML3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ L3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 L3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1)
Pricing Schedule L3 : Construction of Access Road (Area C)(EPIW)(Option 1)
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ L3
: Construction of Access Road (Area C)(EPIW)(Option 1)
Page No. L3/1 ***
Page No. L3/2 ***
Page No. L3/3 ***
--------------------------------------------------------------------------------
To Summary of Cost Centre L ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 L3/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1)
Pricing Schedule L4 : Widening of Boundary Patrol Road (Area D)(EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
L4: WIDENING OF BOUNDARY ▇▇▇▇▇▇
▇▇▇▇ (▇▇▇▇ ▇ - ▇▇▇▇▇▇▇▇ ▇▇▇▇▇ to
Chainage 2125m and Chainage 2395m
to Chainage 2695m) (EPIW)(OPTION 1)
LSL4.1 Roadworks sum ***
LSL4.2 Underground Drainage sum ***
LSL4.3 Hard and Soft Landscaping sum ***
LSL4.4 Ha Wan Channel Culvert Extension sum ***
LSL4.5 BWIC with Services sum ***
LSL4.6 Irrigation sum ***
LSL4.7 Diversion of Utilities sum ***
LSL4.8 Fire Hydrants sum ***
LSL4.9 Diversion of Existing Telephone
Utilities sum ***
-------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ L4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 L4/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1)
Pricing Schedule L4 : Widening of Boundary Patrol Road (Area D)(EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Pricing Schedule
and for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall
be "sum", with Quantity and
Rate columns entered with
"N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ L4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 L4/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1)
Pricing Schedule L4 : Widening of Boundary Patrol Road (Area D)(EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ L4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 L4/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1)
Pricing Schedule L4 : Widening of Boundary Patrol Road (Area D)(EPIW)(Option 1)
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ L4
: Widening of Boundary Patrol Road (Area D)(EPIW)(Option 1)
Page No. L4/1 ***
Page No. L4/2 ***
Page No. L4/3 ***
--------------------------------------------------------------------------------
To Summary of Cost Centre L4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 L4/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1)
Pricing Schedule L5 : Link Bridge Structure (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
L5: LINK BRIDGE STRUCTURE (EPIW)
(OPTION 1)
LSL5.1 Substructure sum ***
LSL5.2 Superstructure sum ***
LSL5.3 ABWF sum ***
LSL5.4 E&M Works sum ***
-------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ L5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 L5/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1)
Pricing Schedule L5 : Link Bridge Structure (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Pricing Schedule
and for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall
be "sum", with Quantity and
Rate columns entered with
"N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ L5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 L5/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1)
Pricing Schedule L5 : Link Bridge Structure (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ L5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 L5/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1)
Pricing Schedule L5 : Link Bridge Structure (EPIW)(Option 1)
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ L5
Link Bridge Structure (EPIW)(Option 1)
Page No. L5/1 ***
Page No. L5/2 ***
Page No. L5/3 ***
--------------------------------------------------------------------------------
To Summary of Cost Centre L ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 L5/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1)
Pricing Schedule L6 : Counters and Fixed Fitting-Out Works (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
L6; COUNTERS AND FIXED
FITTING-OUT WORKS (EPIW) (OPTION 1)
LSL6.1 Counters for Immigration and
Custom and Excise (EPIW)(Option 1) sum ***
LSL6.2 Fixed Fitting-out for Government
Office and Accommodation (EPIW)
(Option 1) sum ***
-------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ L6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 L6/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1)
Pricing Schedule L6 : Counters and Fixed Fitting-Out Works (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Pricing Schedule
and for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall
be "sum", with Quantity and
Rate columns entered with
"N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ L6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 L6/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1)
Pricing Schedule L6 : Counters and Fixed Fitting-Out Works (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ L6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 L6/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1)
Pricing Schedule L6 : Counters and Fixed Fitting-Out Works (EPIW)(Option 1)
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ L6
: Counters and Fixed Fitting-Out Works (EPIW)(Option 1)
Page No. L6/1 ***
Page No. L6/2 ***
Page No. L6/3 ***
--------------------------------------------------------------------------------
To Summary of Cost Centre L ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 L6/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1)
Pricing Schedule L7 : Reprovision of Police Check Point (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
LUMP SUM ITEMS FOR ACTIVITY ▇▇▇▇
L7: REPROVISION OF POLICE
CHECK POINT (EPIW) (OPTION 1)
LSL7.1 Reprovision of Police Check
Point (EPIW)(Option 1) sum ***
-------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ L7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 L7/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1)
Pricing Schedule L7 : Reprovision of Police Check Point (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Pricing Schedule
and for which a separate charge is
required.
The unit of measurement for any
Contractor's Other Charges shall
be "sum", with Quantity and
Rate columns entered with
"N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ L7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 L7/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1)
Pricing Schedule L7 : Reprovision of Police Check Point (EPIW)(Option 1)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Activity ▇▇▇▇ L7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 L7/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1)
Pricing Schedule L7 : Reprovision of Police Check Point (EPIW)(Option 1)
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF ACTIVITY ▇▇▇▇ L7
: Reprovision of Police Check Point (EPIW)(Option 1)
Page No. L7/1 ***
Page No. L7/2 ***
Page No. L7/3 ***
--------------------------------------------------------------------------------
To Summary of Cost Centre L ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 L7/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - Structure (Option 1)
Pricing Schedule SUMMARY
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
Summary of Cost Centre L: EPIW - Structure (Option 1)
Page
Ll/COL/1 - Widening of Lok Ma ▇▇▇▇ Road (Area A)(EPIW)(Option 1) ***
L2/COL/1 - Widening of Existing Access Road (Area B)(EPIW)(Option 1) ***
L3/COL/1 - Construction of Access Road (Area C)(EPIW)(Option 1) ***
L4/COL/1 - Widening of Boundary Patrol Road (Area D)(EPIW)(Option 1) ***
L5/COL/1 - Link Bridge Structure (EPIW)(Option 1) ***
L6/COL/1 - Counters and Fixed Fitting Out Works (EPIW)(Option 1) ***
L7/COL/1 - Reprovision of Police Check Point (EPIW)(Option 1) ***
--------------------------------------------------------------------------------
To Pricing Schedule Summary ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 L.SUM/1 Contract No. LCC-300
FORM OF TENDER
Note: Confidential treatment has been requested for portions of this exhibit.
The copy filed herewith omits the information subject to the confidentiality
request. Omissions are designated as "***." A complete version of this exhibit
has been filed separately with the Securities and Exchange Commission.
[LOGO]
KCR
[CHINESE CHARACTERS]
KOWLOON CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
CONTRACT LCC-300
LOK MA ▇▇▇▇ TERMINUS AND ASSOCIATED WORKS
FORM OF TENDER
(PART 7 OF 8)
[STAMP]
28 October 2002 Contract No. LCC-300
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT INTERIM PAYMENT SCHEDULE
LUMP SUM BREAKDOWNS
(OPTION 1)
Rev.0 : 26 April 2002 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.1 L1.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
DEMOLITION AND SITE CLEARANCE
General clearance
D100 general clearance for Site ha *** *** ***
IN SITU CONCRETE
Provision of concrete designed mix
F220.1 Class: 20/20; concrete category B m3 *** *** ***
F220.2 Class: 20/20; concrete category C m3 *** *** ***
Placing of mass concrete
Blinding; concrete category C
F511 thickness not exceeding 150 mm m3 *** *** ***
Bases, footings, pile caps and ground slabs; concrete
category B
F522 thickness 150-300 mm m3 *** *** ***
Placing of reinforced concrete
Bases, footings, pile caps and ground slabs; concrete
category B
F623 thickness 300-500 mm m3 *** *** ***
Parapet walls; concrete category B
F644 thickness exceeding 500 mm m3 *** *** ***
Other concrete forms; steps stairs and landings;
concrete category B
F681 waist; not exceeding 150mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F2
Sloping
G323 width 0.2-0.4 m; to upper surfaces surfaces m2 *** *** ***
G325 width 0.4-1.22 m; to upper surfaces m2 *** *** ***
Vertical
G343 width 0.2-0.4 m m2 *** *** ***
G344.1 width 0.4-1.22 m m2 *** *** ***
G345 width exceeding 1.22 m m2 *** *** ***
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.1 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW)(Option 1)
Lump Sum Item LSL1.1 L1.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish; type F5
Sloping
G322 width 0.1-0.2 m m *** *** ***
Vertical
G342 width 0.1-0.2 m m *** *** ***
G344.2 width 0.4-1.22 m m2 *** *** ***
Reinforcement
Deformed high yield steel bars to BS 4449
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
MISCELLANEOUS METALWORK
Mi1d steel solid to BS 4360; grade 43; hot dip
galvanized after fabrication to BS 729
Railings; Type 2; comprising 40 x 15 mm flat top and
bottom rails, 16 mm diameter rod or 15 x 15 mm bar
balusters at 115 mm centres, and 40 x 40 mm bar
standards at 1500 mm centres; including bolts and all
necessary accessories
N140.1 exposed height 1000 mm m *** *** ***
Railings; Type 2; comprising 40 x 15 mm flat top and
bottom rails, 16 mm diameter rod or 15 x 15 mm bar
balusters at 115 mm centres, and 40 x 40 mm bar
standards at 1500 mm centres; fixed to and including
150 x 150 x 10 mm thick stainless steel base plate
and 10mm diameter cast-in bolts; including bolts and
all necessary accessories
N140.2 exposed height 1000 mm m *** *** ***
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.1 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW)(Option 1)
Lump Sum Item LSL1.1 L1.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK
Galvanized iron; hot dip galvanized to BS 729
Railings; plain type; comprising 50mm diameter top
and intermediate tubular rails and 50 mm diameter
tubular standards with flanged ends at bottom;
including all necessary accessories
N140.3 exposed height 1000 mm m *** *** ***
ROADS AND PAVINGS
Sub-bases, flexible road bases and surfacing
Granular material as General Specification clause
6.07
R112 depth 30 - 60 mm m2 *** *** ***
R114 depth ▇▇▇ - ▇▇▇ ▇▇ ▇▇ *** *** ***
R115 depth ▇▇▇ - ▇▇▇ ▇▇ ▇▇ *** *** ***
R116 depth ▇▇▇ - ▇▇▇ ▇▇ ▇▇ *** *** ***
Sub-bases, flexible road bases and surfacing
Bituminous materials; consisting of coarse and fine
aggregates, filler, bitumen, and polymer
R232 depth 30 - 60 mm; wearing course m2 *** *** ***
R233.1 depth 60 - 100 mm; road base m2 *** *** ***
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.1 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.1 L1.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
ROADS AND PAVINGS
Sub-bases, flexible road bases and surfacing(Cont'd)
Bituminous materials; consisting of coarse and fine
aggregates, filler, bitumen, and polymer (Cont'd)
R233.2 depth 60 - 100 mm; base course m2 *** *** ***
R234 depth 100 - 150 mm; road base m2 *** *** ***
▇▇▇▇▇, channels and edgings
Precast concrete ▇▇▇▇▇ of Highways Department types
K1, K2 and K3; overall cross-section 125 mm wide x
250 mm high
R611 straight or curved to radius exceeding 12 m;
including cement and sand (1:3) haunching, and
concrete bed and backing grade 20/20 m *** *** ***
R612 straight or curved to radius not exceeding 12 m;
including cement and sand (1:3) haunching, and
concrete bed and backing grade 20/20 m *** *** ***
Precast concrete drop ▇▇▇▇▇ of Highways Department
types K5, K6, K7, K8 and K9; overall cross-section
125 mm wide x 200 mm average high
R621 straight or curved to radius exceeding 12 m;
including cement and sand (1:3) haunching, and
concrete bed and backing grade 20/20 m *** *** ***
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.1 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSL1.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.1 L1.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
ROADS AND PAVINGS
Ancillaries
Traffic signs conforming to the diagrams or
references stated in the item descriptions, which are
taken from the Transport Planning and Design Manual,
Volume 3 Chapter 2 (Regulatory Warning and
Informatory Signs); sign plates using class 1
reflective material to BS 873 Part 6
R811.1 non-illuminated; road traffic (traffic control)
regulations 1989 edition figure nr. TS101(6) nr *** *** ***
R811.2 non-illuminated; road traffic (traffic control)
regulations 1989 edition figure nr. TS102(6) nr *** *** ***
R811.3 non-illuminated; road traffic (traffic control)
regulations 1989 edition figure nr. TS109 nr *** *** ***
R811.4 non-illuminated; road traffic (traffic control)
regulations 1989 edition figure nr. TS115(6) nr *** *** ***
R811.5 non-illuminated; road traffic (traffic control)
regulations 1989 edition figure nr. TS220(5) nr *** *** ***
R811.6 non-illuminated; road traffic (traffic control)
regulations 1989 edition figure nr. TS223 nr *** *** ***
R811.7 non-illuminated; road traffic (traffic control)
regulations 1989 edition figure nr. TS407(6) nr *** *** ***
R811.8 non-illuminated; road traffic (traffic control)
regulations 1989 edition figure nr. TS410(9) nr *** *** ***
R811.9 non-illuminated; road traffic (traffic control)
regulations 1989 edition figure nr. TS518 nr *** *** ***
R811.10 non-illuminated; road traffic (traffic control)
regulations 1989 edition figure nr. TS604(7) nr *** *** ***
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.1 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.1/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.1 L1.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
ROADS AND PAVINGS
Ancillaries (Cont'd)
Traffic signs conforming to the diagrams or
references stated in the item descriptions, which are
taken from the Transport Planning and Design Manual,
Volume 3 Chapter 2 (Regulatory Warning and
Informatory Signs); sign plates using class 1
reflective material to BS 873 Part 6(Cont'd)
R811.11 non-illuminated; road traffic (traffic control)
regulations 1989 edition figure nr. TS712(4) nr *** *** ***
R811.12 non-illuminated; road traffic (traffic control)
regulations 1989 edition figure nr. TS737(4) nr *** *** ***
R811.13 non-illuminated; relocation of existing road name
plate nr *** *** ***
R811.14 non-illuminated; relocation of existing street name
signs nr *** *** ***
R811.15 non-illuminated; relocation of existing directional
sign nr *** *** ***
R811.16 non-illuminated; relocation of existing traffic signs
as TS220/TS712 nr *** *** ***
R811.17 non-illuminated; relocation of existing traffic signs
as TS430/TS806 nr *** *** ***
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.1 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.1/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.1 L1.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
ROADS AND PAVINGS
Ancillaries (Cont'd)
Surface markings conforming to the diagrams or
references stated in the item descriptions, which are
taken from the Transport Planning and Design Manual,
Volume 3 Chapter 5 - Road Markings (April 1987);
using reflectorised thermoplastic materials in
accordance with BS 3262
R823.1 letters and shapes; road traffic (traffic control)
regulations 1989 edition figure nr. RL1023 nr *** *** ***
R823.2 letters and shapes; road traffic (traffic control)
regulations 1989 edition figure nr. RL1115 nr *** *** ***
R823.3 letters and shapes; road traffic (traffic control)
regulations 1989 edition figure nr. RL1141 nr *** *** ***
R824.1 continuous lines; road traffic (traffic control)
regulations 1989 edition figure nr. RL1012 m *** *** ***
R824.2 continuous lines; road traffic (traffic control)
regulations 1989 edition figure nr. RL1127 m *** *** ***
R825.1 intermittent lines; road traffic (traffic control)
regulations 1989 edition figure nr. RL1013 m *** *** ***
R825.2 intermittent lines; road traffic (traffic control)
regulations 1989 edition figure nr. RL1103 m *** *** ***
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.1 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.1/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.1 L1.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
ROADS AND PAVINGS
Ancillaries (Cont'd)
Surface markings conforming to the diagrams or
references stated in the item descriptions, which are
taken from the Transport Planning and Design Manual,
Volume 3 Chapter 5 - Road Markings (April 1987);
using reflectorised thermoplastic materials in
accordance with BS 3262(Cont'd)
R825.3 intermittent lines; road traffic (traffic control)
regulations 1989 edition figure nr. RL1104 m *** *** ***
R825.4 intermittent lines; road traffic (traffic control)
regulations 1989 edition figure nr. RL1106 m *** *** ***
R825.5 intermittent lines; road traffic (traffic control)
regulations 1989 edition figure nr. RL1107 m *** *** ***
PAINTING
Polyurethane paint; first coat of 2 pack epoxy zinc
phosphate 70 microns (KP1A), second coat of 2 pack
high build epoxy MIO 100 microns (KU1D) and finishing
coat of 2 pack high build polyurethane 50 microns
(KU2B)
V770 Metal sections m2 *** *** ***
MISCELLANEOUS WORK
Safety fences
Untensioned corrugated beam barriers; hot-dip
galvanized to BS 729; fixed to and including hot-dip
galvanized steel Grade 43A posts with and including
310 x 310 x 950 mm deep concrete grade 20/20 footings
at 2000 mm centres
X181 exposed overall height 0.757 m m *** *** ***
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.1 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.1/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.1 L1.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as required
by the Contract, which has been omitted from or has
not been separately itemised in this Lump Sum
Breakdown and for which a separate charge is
required.
The unit of measurement for any Contractor's Other
Charge shall be "sum", with Quantity and Rate columns
entered with "N/A".
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.1 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.1/9 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.1 L1.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.1 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.1/10 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.1 L1.1 : Roadworks
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL1.1 : Roadworks
Page No. LSL1.1/1 ***
Page No. LSL1.1/2 ***
Page No. LSL1.1/3 ***
Page No. LSL1.1/4 ***
Page No. LSL1.1/5 ***
Page No. LSL1.1/6 ***
Page No. LSL1.1/7 ***
Page No. LSL1.1/8 ***
Page No. LSL1.1/9 ***
Page No. LSL1.1/10 ***
------------------------------------------------------------------------------
Total of Lump Sum Item LSL1.1 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.2 L1.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Perforated concrete filter pipes; unreinforced to
BS5911; spigot and socket or rebated joints
Nominal bore; 150 mm
I222.1 in trenches depth not exceeding 1.5 m; laid in
French or rubble drains m *** *** ***
Concrete pipes; Class L: unreinforced to BS 5911;
Part 100; flexible spigot and socket joints; lined
with polyvinyl chloride (PVC) or high density
polyethylene (HDPE); as Specification clause 6.3.01
Nominal bore; 225 mm
I222.2 in trenches depth not exceeding 1.5 m; gully
connections m *** *** ***
I222.3 in trenches depth not exceeding 1.5 m; between
manholes and/or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I223.1 in trenches depth 1.5-2 m; gully connections m *** *** ***
I223.2 in trenches depth 1.5-2 m; between manholes and/or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I224.1 in trenches depth 2-2.5 m; gully connections m *** *** ***
Concrete pipes; Class M; unreinforced to BS 5911;
Part 100; flexible spigot and socket joints; lined
with polyvinyl chloride (PVC) or high density
polyethylene (HDPE); as Specification clause 6.3.01
Nominal bore; 300 mm
I223.3 in trenches depth 1.5-2 m; between manholes and/or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I224.2 in trenches depth 2-2.5 m; between manholes and/or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.2 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.2/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.2 L1.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Concrete pipes; Class M; unreinforced to BS
5911;Part 100; flexible spigot and socket joints;
lined with polyvinyl chloride (PVC) or high density
polyethylene (HDPE); as Specification clause 6.3.01
(Cont'd)
Nominal bore; 375 mm
I232.1 in trenches depth not exceeding 1.5 m; between
manholes and/or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I233.1 in trenches depth 1.5-2 m; between manholes and/or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I234.1 in trenches depth 2-2.5 m; between manholes and/or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
Nominal bore; 450 mm
I232.2 in trenches depth not exceeding 1.5 m; between
manholes and/or other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I233.2 in trenches depth 1.5-2 m; between manholes and/or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
Nominal bore; 600 mm
I234.2 in trenches depth 2-2.5 m; between manholes and/or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
PIPEWORK - FITTINGS AND VALVES
Concrete pipes; Class L; unreinforced to BS 5911;
Part 100; flexible spigot and socket joints; lined
with polyvinyl chloride (PVC) or high density
polyethylene (HDPE); as Specification clause 6.3.01
Junctions and branches; including forming
perforations, trimming and haunching with concrete
bandage
J221 nominal bore; 225 mm nr *** *** ***
Straight specials; rocker pipes
J281 nominal bore; 225 mm nr *** *** ***
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.2 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.2 L1.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
PIPEWORK - FITTINGS AND VALVES
Concrete pipes; Class M; unreinforced to BS 5911;
Part 100; flexible spigot and socket joints; lined
with polyvinyl chloride (PVC) or high density
polyethylene (HDPE); as Specification clause 6.3.01
Junctions and branches; including forming
perforations, trimming and haunching with concrete
bandage
J222 nominal bore; 300 mm nr *** *** ***
Junctions and branches; including forming
perforations, trimming and haunching with concrete
bandage; as Drawing nr.
LCC300/31/C35/101(Cont'd)
J223.1 nominal bore; 375 mm nr *** *** ***
J223.2 nominal bore; 450 mm nr *** *** ***
J223.3 nominal bore; 600 mm nr *** *** ***
Straight specials; rocker pipes
J282 nominal bore; 300 mm nr *** *** ***
J283.1 nominal bore; 375 mm nr *** *** ***
J283.2 nominal bore; 450 mm nr *** *** ***
J283.3 nominal bore; 600 mm nr *** *** ***
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.2 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.2/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.2 L1.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES
Manholes
In situ concrete; type D; chamber size 750 x 750 mm;
as D.S.D. Standard Drawing nr. DS 1004
K131 depth not exceeding 1.5 m; heavy duty cast iron cover
as D.S.D. Standard Drawing nr. DS 1033 nr *** *** ***
K132.1 depth 1.5-2 m; heavy duty cast iron cover as D.S.D.
Standard Drawing nr. DS 1033 nr *** *** ***
In situ concrete; type E; chamber size 1050 x 1350 mm;
as D.S.D. Standard Drawing nr. DS 1005
K132.2 depth 1.5-2 m; heavy duty cast iron cover as D.S.D.
Standard Drawing nr. DS 1033 nr *** *** ***
K133.1 depth 2-2.5 m; heavy duty cast iron cover as D.S.D.
Standard Drawing nr. DS 1033 nr *** *** ***
In situ concrete; type E; chamber size 1125 x 1350 mm;
as D.S.D. Standard Drawing nr. DS 1005
K132.3 depth 1.5-2 m; heavy duty cast iron cover as D.S.D.
Standard Drawing nr. DS 1033 nr *** *** ***
K133.2 depth 2-2.5 m; heavy duty cast iron cover as D.S.D.
Standard Drawing nr. DS 1033 nr *** *** ***
In situ concrete; type E; chamber size 1200 x 1350 mm;
as D.S.D. Standard Drawing nr. DS 1005
K132.4 depth 1.5-2 m; heavy duty cast iron cover as D.S.D.
Standard Drawing nr. DS 1033 nr *** *** ***
K133.3 depth 2-2.5 m; heavy duty cast iron cover as D.S.D.
Standard Drawing nr. DS 1033 nr *** *** ***
In situ concrete; type E; chamber size 1350 x 1350 mm;
as D.S.D. Standard Drawing nr. DS 1005
K133.4 depth 2-2.5 m; heavy duty cast iron cover as D.S.D.
Standard Drawing nr. DS 1033 nr *** *** ***
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.2 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.2/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.2 L1.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES
Catch pits
In situ concrete; chamber size 1000 x 1000 mm; as
Drawing nr. LCC300/31/C35/101
K231 depth not exceeding 1.5 m; Type 1 precast concrete
cover; as W.S.D. Standard Drawing nr. 1.12A nr *** *** ***
Gullies
K330.1 In situ concrete untrapped; removable cast iron
grating and frame; as HyD Standard Drawing nr. H3109,
H3117 and H3118; 225 mm outlet diameter nr *** *** ***
K330.2 In situ concrete untrapped; removable cast iron
grating, frame and overflow ▇▇▇▇; as HyD Standard
Drawing nr. H3109, H3117, H3118 and H3123; 225 mm
outlet diameter nr *** *** ***
French drains, rubble drains, ditches and trenches
K410 Filling French and rubble drains with grade material;
granular material m3 *** *** ***
Rectangular section ditches lined; concrete grade
20/20; 150 mm thick to bottom and both sides with
U-shaped invert; as Drawing nr. LCC300/31/C35/101
K451 cross-sectional area not exceeding 0.25 m2; waterway
300 mm wide m *** *** ***
K452 cross-sectional area 0.25-0.5 m2; waterway 300 mm
wide m *** *** ***
Other pipework ancillaries
Connections to existing live culverts; including
forming and trimming perforations in existing
structure, building in and haunching around pipes,
sealing up and making good upon completion of work;
as Drawing nr. LCC300/31/C35/103
K862 pipe bore 200-300 mm nr *** *** ***
K863 pipe bore 300-600 mm nr *** *** ***
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.2 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.2/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.2 L1.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
PIPEWORK - SUPPORTS AND PROTECTION, ANCILLARIES TO
LAYING AND EXCAVATION
Beds; Class B; 100 mm thick
Imported granular material; type A
L331 nominal bore not exceeding 150 mm; as D.S.D.
Standard Drawing nr. DS 1048 m *** *** ***
L332 nominal bore 200-300 mm; as D.S.D. Standard Drawing
nr. DS 1048 m *** *** ***
L333 nominal bore 300-600 mm; as D.S.D. Standard Drawing
nr. DS 1048 m *** *** ***
Surrounds
Mass concrete; grade 20/40
L542 nominal bore 200-300 mm; bed depth 150 mm; as HyD
Standard Drawing nr. H3130 m *** *** ***
MISCELLANEOUS METALWORK
Other miscellaneous metalwork
N990.1 Ditch fittings; hinged grating and frame; cast iron;
grating in 500 mm (maximum) unit length x 25 mm
thick; as Drawing nr. LCC300/31/C35/101; for
waterway 300 mm wide m *** *** ***
N990.2 Ditch fittings; trapping grille for U-shaped
waterway; mild steel; 16 mm diameter top rail and 12
mm diameter vertical grille bars at 75 mm centres; as
Drawing nr. LCC300/31/C35/101; exposed size 300 x 200
mm high (overall) (approximate) nr *** *** ***
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.2 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.2/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.2 L1.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as required
by the Contract, which has been omitted from or has
not been separately itemised in this Lump Sum
Breakdown and for which a separate charge is
required.
The unit of measurement for any Contractor's Other
Charge shall be "sum", with Quantity and Rate columns
entered with "N/A".
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.2 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.2/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.2 L1.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.2 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.2/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.2 L1.2 : Underground Drainage
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL1.2
: Underground Drainage
Page No. LSL1.2/1 ***
Page No. LSL1.2/2 ***
Page No. LSL1.2/3 ***
Page No. LSL1.2/4 ***
Page No. LSL1.2/5 ***
Page No. LSL1.2/6 ***
Page No. LSL1.2/7 ***
Page No. LSL1.2/8 ***
------------------------------------------------------------------------------
Total of Lump Sum Item LSL1.2 ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.3 L1.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
EARTHWORKS
Filling ancillaries
E790 Geosynthetic reinforcement; surface erosion control
geotextiles; tensile strength of 200kN/m (minimum) m2 *** *** ***
Landscaping
E820.1 Hydroseeding; including all species during summer at
25g/m2 and winter at 30g/m2 m2 *** *** ***
E820.2 Hydroseeding; including all species during summer at
25g/m2 and winter at 30g/m2; inclined at an angle
exceeding 10 degrees to the horizontal m2 *** *** ***
E850.1 Shrubs; Ardisia crenata; size 600 x 500 mm; pot-grown nr *** *** ***
E850.2 Shrubs; Hibiscus ▇▇▇▇ sinensis; size 600 x 500 mm;
pot-grown nr *** *** ***
E850.3 Shrubs; Hymenocallis americana; size 500 x 500 mm;
pot-grown nr *** *** ***
E850.4 Shrubs; Ixora javanica; size 500 x 500 mm; pot-grown nr *** *** ***
E850.5 Shrubs; Ligustrum sinense; size 600 x 500 mm;
pot-grown nr *** *** ***
E850.6 Shrubs; Melastoma Candida; size 600 x 500 mm;
pot-grown nr *** *** ***
E850.7 Shrubs; Melastoma sanquineum; size 600 x 500 mm;
pot-grown nr *** *** ***
E850.8 Shrubs; Rhus chinensis; size 600 x 500 mm; pot-grown nr *** *** ***
E860.1 Trees; Aleurites moluccana; heavy standard size;
root balled nr *** *** ***
E860.2 Trees; Ficus microcarpa; heavy standard size; root
balled nr *** *** ***
E860.3 Trees; Melaleuca leucadendron; heavy standard size;
root balled nr *** *** ***
E860.4 Trees; Tristania conferta; heavy standard size; root
balled nr *** *** ***
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.3 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSL1.3/1 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.3 L1.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F220 Class 20/20; concrete category B m3 *** *** ***
Placing of mass concrete
F580 Other concrete forms; tree rings; concrete category B m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F1
Curved cylindrical to one radius in one plane;
radius 1.15 m
G352 width 0.1-0.2 m m *** *** ***
MISCELLANEOUS METALWORK
Galvanized mild steel
Miscellaneous framing
?61 angle iron stakes; 50 x 50 x 3 mm; including approved
ties and spacers m *** *** ***
N199 U-pins for soil slope surface protection nr *** *** ***
ROADS AND PAVINGS
Sub-bases, flexible road bases and surfacing
Granular material as per General Specification clause
6.07
R113 depth 60-100 mm m2 *** *** ***
Concrete pavements
Other in situ concrete slabs; grade 30/20
R433 depth 60-100 mm m2 *** *** ***
R480 Waterproof membranes below concrete pavements;
impermeable polythene sheeting 0.125 mm nominal
thickness m2 *** *** ***
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.3 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.3/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.3 L1.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
ROADS AND PAVINGS
▇▇▇▇▇, channels and edgings
Precast concrete edging ▇▇▇▇▇ of Highways Dept. types
▇▇, ▇▇ and E3; 50 x 150 mm high
R631 straight or curved to radius exceeding 12 m;
including cement and sand (1:3) bedding, and concrete
bed and haunch grade 20/20 m m *** *** ***
PAINTING
Epoxy paint; first coat of 2 pack epoxy zinc
phosphate 70 microns (KP1A), second coat of 2 pack
high build epoxy MIO 100 microns (KU1D) and finishing
coat of 2 pack high build polyurethane 50 microns
(KU2B)
V770 Metal sections m2 *** *** ***
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.3 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.3 L1.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as required
by the Contract, which has been omitted from or has
not been separately itemised in this Lump Sum
Breakdown and for which a separate charge is
required.
The unit of measurement for any Contractor's Other
Charge shall be "sum", with Quantity and Rate columns
entered with "N/A".
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.3 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.3/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.3 L1.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.3 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.3/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.3 L1.3 : Hard and Soft Landscaping
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL1.3 : Hard and Soft Landscaping
Page No. LSL1.3/1 ***
Page No. LSL1.3/2 ***
page No. LSL1.3/3 ***
Page No. LSL1.3/4 ***
Page No. LSL1.3/5 ***
------------------------------------------------------------------------------
Total of Lump Sum Item LSL1.3 ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.3/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.4 L1.4 : Culvert Construction at ▇▇▇▇ Tau Tsuen Road
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
DEMOLITION AND SITE CLEARANCE
Other structures
Reinforced concrete; apron slabs; including cleaning
to bright metal and painting exposed reinforcing bars
D521.1 volume not exceeding 50 m3 sum *** *** ***
Reinforced concrete; head walls and wing walls;
including cleaning to bright metal and painting
exposed reinforcing bars
D521.2 volume not exceeding 50 m3 sum *** *** ***
Reinforced concrete; channels; including cleaning to
bright metal and painting exposed reinforcing bars
D521.3 volume not exceeding 50 m3 sum *** *** ***
Metal; railings along ▇▇▇▇ ▇▇▇ ▇▇▇▇▇ ▇▇▇▇
▇▇▇▇ exposed height 1 m m *** *** ***
IN SITU CONCRETE
Provision of concrete designed mix
F210 Class: No fines; concrete category B m3 *** *** ***
F220.1 Class: 20/20; concrete category B m3 *** *** ***
F220.2 Class: 20/20; concrete category C m3 *** *** ***
F230 Class: 35/20; concrete category B m3 *** *** ***
F240 Class: 40/20; concrete category B m3 *** *** ***
Placing of mass concrete
Blinding; concrete category C
F511 thickness not exceeding 150 mm m3 *** *** ***
Bases, footings, pile caps and ground slabs; concrete
category B
F522 thickness 150-300 mm m3 *** *** ***
Walls; concrete category B
F542 thickness 150-300 mm m3 *** *** ***
F580 Other concrete forms; filling; concrete category B m3 *** *** ***
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.4 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.4/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.4 L1.4 : Culvert Construction at ▇▇▇▇ Tau Tsuen Road
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Placing of mass concrete (Cont'd)
F581 Other concrete forms; linings to channels; concrete
category C m3 *** *** ***
Placing of reinforced concrete
Bases, footings, pile caps and ground slabs; concrete
category B
F623 thickness 300-500 mm m3 *** *** ***
Head walls and wing walls; concrete category B
F642 thickness 150-300 mm m3 *** *** ***
Retaining walls; concrete category B
F643 thickness 300-500 mm m3 *** *** ***
F680.1 Other concrete forms; box culvert internal dimensions
3 x 1.5 m; wall thickness 400 mm and 702 mm; slab
thickness 500 mm; concrete category B m3 *** *** ***
F680.2 Other concrete forms; channels; slab and wall
thickness 250 mm; concrete category B m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F1
Vertical
G343.1 width 0.2-0.4 m m2 *** *** ***
G344.1 width 0.4-1.22 m m2 *** *** ***
G345.1 width exceeding 1.22 m m2 *** *** ***
Formwork finish: type F2
Sloping
G324.1 width 0.4-1.22 m m2 *** *** ***
Vertical
G343.2 width 0.2-0.4 m m2 *** *** ***
G344.2 width 0.4-1.22 m m2 *** *** ***
G345.2 width exceeding 1.22 m m2 *** *** ***
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.4 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.4/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.4 L1.4 : Culvert Construction at ▇▇▇▇ Tau Tsuen Road
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish; type F4
Horizontal
G315 width exceeding 1.22 m m2 *** *** ***
Sloping
G323 width 0.2-0.4 m m2 *** *** ***
G324.2 width 0.4-1.22 m m2 *** *** ***
Vertical
G344.3 width 0.4-1.22 m m2 *** *** ***
G345.3 width exceeding 1.22 m m2 *** *** ***
Reinforcement
Deformed high yield steel bars to CS2 1995
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
G526 nominal size 32 mm t *** *** ***
Joints
Formed surface with filler; 25 mm thick compressible
inorganic joint filler
G641 average width not exceeding 0.5 m m2 *** *** ***
Proprietary rubber waterstops; rearguard type
G653 average width 200-300 mm m *** *** ***
Sealed rebates or grooves
G670 approved light grey polysulphide sealant 25 x 25 mm;
with and including primer and self-adhesive bond
breaking tape m *** *** ***
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.4 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.4/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.4 L1.4 : Culvert Construction at ▇▇▇▇ Tau Tsuen Road
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Joints (Cont'd)
Dowels; 25 mm diameter galvanized mild steel bars
G682 sleeved; 650 mm long; cast into one side of joint,
other side with and including cast in preformed PVC
tight fitting sleeve and compressible end filler;
wrapped 2/3 length of dowel with Denso tape nr *** *** ***
Concrete accessories
Finishing of top surfaces
G813.1 class U1 finishes m2 *** *** ***
G813.2 class U5 finishes m2 *** *** ***
Finishing of formed surfaces
G823 scabbled finish m2 *** *** ***
Inserts
G832 other inserts; unplasticized polyvinyl chloride pipe
sleeves through reinforced walls; 75 mm diameter x
500 mm long; projecting from two surfaces of the
concrete; weep holes; including drainage material
placed in Hessian bags nr *** *** ***
PRECAST CONCRETE
Channel cover slabs; designed mix class: 30/20;
with 15 x 15 mm chamfered top edges, and 2 nr.
100 x 100 x 50 mm deep lifting holes and 12 mm
diameter stainless steel lifting bars
Area not exceeding 1 m2; 1200x 200 x 200 mm thick
slab units
H511 mass not exceeding 250 kg; type I nr *** *** ***
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.4 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.4/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.4 L1.4 : Culvert Construction at ▇▇▇▇ Tau Tsuen Road
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Perforated concrete filter pipes;
Unreinforced to BS5911 spigot and socket or
rebated joints
Nominal bore; 150 mm
I213 in trenches 1.5-2 m; in subsoil drains m *** *** ***
I214 in trenches 2-2.5 m; in subsoil drains m *** *** ***
I215 in trenches 2.5-3 m; in subsoil drains m *** *** ***
MISCELLANEOUS METALWORK
Mild steel solid to BS 4360; grade 43; hot dip
galvanized after fabrication to BS 729
Railings; Type 2; comprising 40 x 15 mm flat top and
bottom rails, 16 mm diameter rod or 15 x 15 mm bar
balusters at 115 mm centres, and 40 x 40 mm bar
standards at 1500 mm centres; including bolts and all
necessary accessories
N140 exposed height 1000 mm m *** *** ***
PAINTING
Polyurethane paint; first coat of 2 pack epoxy zinc
phosphate 70 microns (KP1A), second coat of 2 pack
high build epoxy MIO 100 microns (KU1D) and finishing
coat of 2 pack high build polyurethane 50 microns
(KU2B)
V770 Metal sections m2 *** *** ***
WATERPROOFING
Damp proofing
Waterproof sheeting; 0.3 mm thick polyethylene damp
proof sheet membrane
W131 upper surfaces inclined at an angle not exceeding 30
degrees to the horizontal m2 *** *** ***
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.4 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.4/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.4 L1.4 : Culvert Construction at ▇▇▇▇ Tau Tsuen Road
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as required
by the Contract, which has been omitted from or has
not been separately itemised in this Lump Sum
Breakdown and for which a separate charge is
required.
The unit of measurement for any Contractor's Other
Charge shall be "sum", with Quantity and Rate columns
entered with "N/A".
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.4 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.4/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.4 L1.4 : Culvert Construction at ▇▇▇▇ Tau Tsuen Road
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method -Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.4 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.4/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.4 L1.4 : Culvert Construction at ▇▇▇▇ Tau Tsuen Road
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL1 .4
: Culvert Construction at ▇▇▇▇ Tau Tsuen Road
Page No. LSL1.4/1 ***
Page No. LSL1.4/2 ***
Page No. LSL1.4/3 ***
Page No. LSL1.4/4 ***
Page No. LSL1.4/5 ***
Page No. LSL1.4/6 ***
Page No. LSL1.4/7 ***
------------------------------------------------------------------------------
Total of Lump Sum Item LSL1.4 ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.4/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.5 L1.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F220 Class: 20/20; concrete category B m3 *** *** ***
Placing of mass concrete
Bases, footings, pile caps and ground slabs; concrete
category B
F522 thickness exceeding 150-300 mm m3 *** *** ***
Columns; concrete category B
F552 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇.▇▇-▇.▇ ▇▇ ▇▇ *** *** ***
CONCRETE ANCILLARIES
Formwork finish: type F1
Vertical
G341.1 width not exceeding 0.1m m *** *** ***
G343 width 0.2-0.4 m m2 *** *** ***
Curved cylindrical to one radius in one plane; radius
1 m
G353.1 width 0.2-0.4 m m2 *** *** ***
Formwork finish: type F2
Vertical
G341.2 width not exceeding 0.lm m *** *** ***
Curved cylindrical to one radius in one plane; radius
1 m
G353.2 width 0.2-0.4m m2 *** *** ***
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.5 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.5/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.5 L1.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES
Drawpits
In situ concrete; for road lighting; type P1; as
Drawing nr.PL2-91
K231.1 depth not exceeding 1.5 m nr *** *** ***
In situ concrete; for road lighting; type P2; as
Drawing nr.PL2-91
K231.2 depth not exceeding 1.5 m nr *** *** ***
Ducts: unplasticized polyvinyl chloride to BS 3506
:1969 Class B: solvent welded joints to BS 4346 Part
1; with draw wire
Cable ducts 1 way; nominal bore 100 mm
K512.1 in trenches depth not exceeding 1.5 m; for road
lighting m *** *** ***
K512.2 in trenches depth not exceeding 1.5 m; for road
lighting; in shared trench laid with second duct m *** *** ***
MISCELLANEOUS METALWORK
Stainless steel
Cladding panels 3 mm thick
N110 isolated columns; curved m2 *** *** ***
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.5 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.5/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.5 L1.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as required
by the Contract, which has been omitted from or has
not been separately itemised in this Lump Sum
Breakdown and for which a separate charge is
required.
The unit of measurement for any Contractor's Other
Charge shall be "sum", with Quantity and Rate columns
entered with "N/A".
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.5 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.5/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.5 L1.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.5 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.5/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.5 L1.5 : BWIC with Services
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL1.5 : BWIC with Services
Page No. LSL1.5/1 ***
Page No. LSL1.5/2 ***
Page No. LSL1.5/3 ***
Page No. LSL1.5/4 ***
------------------------------------------------------------------------------
Total of Lump Sum Item LSL1.5 ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.5/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.6 L1.6 : Refuse Collection Point
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
ROADS AND PAVINGS
Sub-bases, flexible road bases and surfacing
Granular material as per General Specification clause
6.07
R116 depth 200-250 mm m2 *** *** ***
Concrete pavements
Other in situ concrete slabs; grade 40/20
R434 depth 100-150 mm m2 *** *** ***
Deformed high yield steel bar reinforcement to BS
4449
R473 nominal size 10 mm t *** *** ***
R480 Waterproof membranes below concrete pavements;
impermeable polythene sheeting 0.125 mm nominal
thickness m2 *** *** ***
PAINTING
Aluminium paint; in two coats
Galvanized mild steel chain link fencing; surface
wire brushed
V913 surfaces inclined at an angle exceeding 60 degrees to
the horizontal m2 *** *** ***
MISCELLANEOUS WORK
Fences
Hot dip galvanized mild steel post and wire;
comprising 50 x 50 x 6mm angle intermediate posts at
1825 mm centres, 75 x 75 x 10 mm intermediate
strainers at 18250 mm (maximum) centres supported
with 2 nr. 50 x 50 x 6 mm angle struts, 75 x 75 x 10
mm angle corner posts, 1800 mm wide by 3 mm diameter
x 50 mm mesh chain link fencing, 3 rows of 3.55 mm
diameter line wires and 3 rows of 2.5 mm diameter 2
ply barbed wire with 4 point barbs at 85 mm centres;
including 6 x 2 cover strips and bolts
V145 exposed height 2.25 m; concrete grade 20/20
foundation 300 x 300 x 600 mm high for posts and
strainers, and 300 x 450 x 600 mm high for struts m *** *** ***
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.6 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.6/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.6 L1.6 : Refuse Collection Point
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as required
by the Contract, which has been omitted from or has
not been separately itemised in this Lump Sum
Breakdown and for which a separate charge is
required.
The unit of measurement for any Contractor's Other
Charge shall be "sum", with Quantity and Rate columns
entered with "N/A".
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.6 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.6/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.6 L1.6 : Refuse Collection Point
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.6 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.6/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.6 L1.6 : Refuse Collection Point
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL1.6
: Refuse Collection Point
Page No. LSL1.6/1 ***
Page No. LSL1.6/2 ***
Page No. LSL1.6/3 ***
------------------------------------------------------------------------------
Total of Lump Sum Item LSL1.6 ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.6/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.7 L1.7 : Diversion of Drainage Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
UTILITIES
Diversion of existing services
Drainage; as Drawing nr. LCC300/31/C35/010
Y121 storm drain sum ***
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.7 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.7/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.7 L1.7 : Diversion of Drainage Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any specific
item of work or obligation or thing which is
necessary for the execution of the Works, as required
by the Contract, which has been omitted from or has
not been separately itemised in this Lump Sum
Breakdown and for which a separate charge is
required.
The unit of measurement for any Contractor's Other
Charge shall be "sum", with Quantity and Rate columns
entered with "N/A".
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.7 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.7/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.7 L1.7 : Diversion of Drainage Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related charges
The Contractor shall enter hereunder in detail any
method related charges items in accordance with
CESMM3 Section 7
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.7 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.7/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.7 L1.7 : Diversion of Drainage Utilities
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL1.7
: Diversion of Drainage Utilities
Page No. LSL1.7/1 ***
Page No. LSL1.7/2 ***
Page No. LSL1.7/3 ***
------------------------------------------------------------------------------
Total of Lump Sum Item LSI12.3 ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.7/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.8 L1.8 : Diversion of Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
UTILITIES
Diversion of existing services
Electric
Y135.1 LV overhead and underground power cables with
associated posts and drawpits; as drawing nr.
LCC300/31/C15/207 to 210, Appendix M to Particular
Specification (ref.:CLP-LV) sum ***
Y135.2 11kV overhead and underground power cables with
associated post and drawings and drawing nr.
LCC300/31/C15/207 to 210, Appendix M to Particular
Specification (ref.:CLP-11kV) sum ***
Y135.3 132kV underground power cables as drawing nr.
LCC300/31/C15/207 to 210 Appendix M to Particular
Specification (ref.:CLP-132kV) sum ***
Y135.4 CLP Fibre optic cables as drawing
nr.LCC300/31/C15/207 to 210 and Appendix M to
Particular Specification sum ***
Y135.5 Road signs; as drawing nr. LCC300/31/C19/701 to 705
(ref.:TD) sum ***
Communication
Y620.1 Telecommunication; telephone ducts and draw pits as
drawing nr. LCC300/31/C15/206 to 210 (ref.:H) sum ***
Y620.2 Telecommunication; telephone ducts and draw pits as
drawing nr. LCC300/31/C15/206 to 210 (ref.:T&T) sum ***
Y620.3 Telecommunication; telephone ducts and draw pits as
drawing nr. LCC300/31/C15/206 to 210 (ref.:HKT) sum ***
Y620.4 Telecommunication; telephone overhead cable and
posts; as drawing nr. LCC300/31/C15/208 to 209
(ref.:HKT-P) sum ***
-------------------------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.8 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.8/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.8 L1.8 : Diversion of Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A".
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.8 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.8/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.8 L1.8 : Diversion of Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.8 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.8/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.8 L1.8 : Diversion of Utilities
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL1.8
: Diversion of Utilities
Page No. LSL1.8/1 ***
Page No. LSL1.8/2 ***
Page No. LSL1.8/3 ***
--------------------------------------------------------------------
Total of Lump Sum Item LSL1.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.8/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.9 L1.9 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Ductile iron sleeve pipe
Nominal bore; 150 mm
I312 in trenches depth not exceeding
1.5 m; irrigation system m *** *** ***
Steel pipes; to BS 1387, medium
grade; galvanised to BS 729; screwed
joints
Nominal bore; 20 mm
I411 not in trenches; vertical; for water
points; irrigation system m *** *** ***
I412.1 in trenches depth not exceeding
1.5 m; irrigation system m *** *** ***
Nominal bore; 50 mm
I412.2 in trenches depth not exceeding
1.5 m; irrigation system m *** *** ***
PIPEWORK - FITTINGS AND VALVES
Steel pipes; to BS 1387, medium
grade; galvanised to BS 729; screwed
joints
Bends
J311.1 nominal bore; 20 mm nr *** *** ***
J311.2 nominal bore; 50 mm nr *** *** ***
Junctions and branches
J312 nominal bore; 50 mm nr *** *** ***
Valves and penstocks
Gate valves: hand operated
J811 nominal bore 50 mm nr *** *** ***
Loose jumper stop cocks
J891.1 nominal bore 50 mm nr *** *** ***
Water taps with lockable device
J891.2 nominal bore 20 mm nr *** *** ***
Water meters
J891.3 nominal bore 50 mm nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.9 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 April 2002
Addendum No.1 LSL1.9/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.9 L1.9 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Water meter boxes
In situ concrete; 500 x 1200 x
1000 mm high overall on 800 x 1200
x 150 mm thick footing; complete
with 3 mm thick stainless steel
hinged cover with polycarbonate
viewing panel and stainless steel
grilles
K231 depth not exceeding 1.5 m nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.9 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.9/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.9 L1.9 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A".
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.9 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.9/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.9 L1.9 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.9 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.9/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.9 L1.9 : Irrigation
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL1.9
: Irrigation
Page No. LSL1.9/1 ***
Page No. LSL1.9/2 ***
Page No. LSL1.9/3 ***
Page No. LSL1.9/4 ***
--------------------------------------------------------------------
Total of Lump Sum Item LSL1.9 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.9/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.10 L1.10 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Ductile spun iron pipe to BS 4772
Class K9; flanged Joints; cement
mortar lining
Nominal bore; 150 mm
I312 in trenches depth not exceeding
1.5 m; incoming water mains m *** *** ***
PIPEWORK - FITTINGS AND VALVES
Ductile spun iron pipe to BS 4772
Class K9; flanged Joints; cement
mortar lining
Bends
J311.1 nominal bore; 150 mm nr *** *** ***
Bends; with duckfoot
J311.2 nominal bore; 150 mm nr *** *** ***
Double collars
J341 nominal bore; 150 mm nr *** *** ***
Valves and penstocks
Gate valves hand operated
J811 nominal bore 150 mm nr *** *** ***
Fire hydrants; mounted on ground;
as W.S.D. Standard Drawing nr. 4.2A
J891 nominal bore 150 mm nr *** *** ***
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Valve pits
Precast concrete assemblies;
chamber size 300 x 300 mm; with
in-situ concrete surrounds to
pipes; as Drawing nr.
LCC300/31/C15/501
K231 depth not exceeding 1.5 m; cast
iron surface box as W.S.D.
Standard Drawing nr. 7.26 nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.10 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.10/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.10 L1.10 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
PIPEWORK - SUPPORTS AND
PROTECTION, ANCILLARIES TO LAYING
AND EXCAVATION
Beds; 100 mm thick
Mass concrete
L341 nominal bore not exceeding 200 mm m *** *** ***
Concrete stools and thrust blocks;
for bends
Volume 0.2-0.5 m3; mass concrete
grade 30/20; as Drawing nr.
LCC300/31/C15/501
L731 nominal bore not exceeding 200 mm nr *** *** ***
Volume 1-2 m3; mass concrete grade
30/20; as Drawing nr.
LCC300/31/C15/501
L751 nominal bore not exceeding 200 mm nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.10 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.10/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.10 L1.10 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A".
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.10 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.10/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.10 L1.10 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.10 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.10/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.10 L1.10 : Fire Hydrants
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL1.10
: Fire Hydrants
Page No. LSL1.10/1 ***
Page No. LSL1.10/2 ***
Page No. LSL1.10/3 ***
Page No. LSL1.10/4 ***
--------------------------------------------------------------------
Total of Lump Sum Item LSL1.10 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.10/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.11 L1.11 : Diversion of Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
UTILITIES
Diversion of existing services
Communications; systems of PCCW-HKT
Telephone Limited; as Drawing
LCC300/31/C15/207 to 210
Y162.1 telecommunications sum ***
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To Collection of Lump Sum Item LSL1.11 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.11/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.11 L1.11 : Diversion of Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A".
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.11 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.11/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.11 L1.11 : Diversion of Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL1.11 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.11/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L1 : Widening of Lok Ma ▇▇▇▇ Road (Area A) (EPIW) (Option 1)
Lump Sum Item LSL1.11 L1.11 : Diversion of Telephone Utilities
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL1.11
: DIVERSION OF EXISTING TELEPHONE UTILITIES
Page No. LSL1.11/1 ***
Page No. LSL1.11/2 ***
Page No. LSL1.11/3 ***
--------------------------------------------------------------------
Total of Lump Sum Item LSL1.11 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL1.11/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.1 L2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
DEMOLITION AND SITE CLEARANCE
General Clearance
D100 general clearance for Site ha *** *** ***
IN SITU CONCRETE
Provision of concrete designed mix
F220.1 Class: 20/20; concrete category B m3 *** *** ***
F220.2 Class: 20/20; concrete category C m3 *** *** ***
Placing of mass concrete
Blinding; concrete category C
F511 thickness not exceeding 150 mm m3 *** *** ***
Bases, footings, pile caps and
ground slabs; concrete category B
F522 thickness 150-300 mm m3 *** *** ***
Placing of reinforced concrete
Bases, footings, pile caps and
ground slabs; concrete category B
F623 thickness 300-500 mm m3 *** *** ***
Parapet walls; concrete category B
F644 thickness exceeding 500 mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F2
Vertical
G343 width 0.2-0.4 m m2 *** *** ***
Curved cylindrical to one radius
in one plane; radius 15m
G353 width 0.2-0.4 m m2 *** *** ***
G354.1 width 0.4-1.22 m m2 *** *** ***
G355 width exceeding 1.22m m2 *** *** ***
Formwork finish; type F5
Sloping
G322 width 0.1-0.2 m m2 *** *** ***
Curved cylindrical to one radius
in one plane; radius 15m
G354.2 width 0.4-1.22 m m2 *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.1 L2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
Reinforcement
Deformed high yield steel bars to
BS 4449
G525 nominal size 25 mm t *** *** ***
MISCELLANEOUS METALWORK
Mild steel solid to BS 4360: grade
43;.hot dip galvanized after
fabrication to BS 729
Railings; Type 2; comprising 40 x
15 mm flat top and bottom rails,
16 mm diameter rod or 15 x 15 mm
bar balusters at 115 mm centres, and
40 x 40 mm bar standards at 1500 mm
centres; including bolts nominal
size 20 mm
N140 exposed height 1000 mm m *** *** ***
ROADS AND PAVINGS
Sub-bases, flexible road bases and
surfacing
Granular material as per General
Specification clause 6.07
R114 depth 100 - 150 mm m2 *** *** ***
R116 depth ▇▇▇ - ▇▇▇ ▇▇ ▇▇ *** *** ***
Sub-bases, flexible road bases and
surfacing
Bituminous materials; consisting
of coarse and fine aggregates,
filler, bitumen, and polymer
R232 depth 30 - 60 mm; wearing course m2 *** *** ***
R233.1 depth 60 - 100 mm; road base m2 *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.1 L2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
ROADS AND PAVINGS
Sub-bases, flexible road bases and
surfacing (Cont'd)
Bituminous materials; consisting
of coarse and fine aggregates,
filler, bitumen, and
polymer (Cont'd)
R233.2 depth 60 - 100 mm; base course m2 *** *** ***
R235 depth 150 - 200 mm; road base m2 *** *** ***
▇▇▇▇▇, channels and edgings
Precast concrete ▇▇▇▇▇ of Highways
Department types K1, K2 and K3;
overall cross-section 125 mm wide
x 250 mm high
R611 straight or curved to radius
exceeding 12 m; including cement and
sand (1:3) launching, and concrete
bed and backing grade 20/20 m *** *** ***
R612 curved to radius not exceeding 12
m; including cement and sand (1:3)
haunching, and concrete bed and
backing grade 20/20 m *** *** ***
Precast concrete drop ▇▇▇▇▇ of
Highways Department types K5, K6,
K7, K8 and K9; overall cross-section
125 mm wide x 200 mm average high
R621 straight or curved to radius
exceeding 12 m; including cement and
sand (1:3) haunching, and concrete
bed and backing grade 20/20 m *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.1 L2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
ROADS AND PAVINGS
Ancillaries
Traffic signs conforming to the
diagrams or references stated in
the item descriptions, which are
taken from the Transport Planning
and Design Manual, Volume 3
Chapter 2 (Regulatory Warning and
Informatory Signs); sign plates
using class 1 reflective material
to BS 873 Part 6
R811.1 non-illuminated; road traffic
(traffic control) regulations 1989
edition figure nr.
TS102(6) nr *** *** ***
R811.2 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. TS109 nr *** *** ***
R811.3 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. TS115(6) nr *** *** ***
R811.4 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. TS407(6) nr *** *** ***
R811.5 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. TS410(9) nr *** *** ***
R811.6 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. TS411(9) nr *** *** ***
R811.7 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. TS518 nr *** *** ***
R811.8 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. TS604(7) nr *** *** ***
R811.9 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. TS737(4) nr *** *** ***
R811.10 non-illuminated; reprovision of
existing street name signs nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.1 L2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
ROADS AND PAVINGS
Ancillaries (Cont'd)
Surface markings conforming to the
diagrams or references stated in
the item descriptions, which are
taken from the Transport Planning
and Design Manual, Volume 3
Chapter 5 - Road Markings (April
1987); using reflectorised
thermoplastic materials in
accordance with BS 3262
R823.1 letters and shapes; road traffic
(traffic control) regulations
1989 edition figure nr. RM1115 nr *** *** ***
R823.2 letters and shapes; road traffic
(traffic control) regulations
1989 edition figure nr. RM1141 nr *** *** ***
R825.1 intermittent lines; road traffic
(traffic control) regulations
1989 edition figure nr. RM1013 m *** *** ***
R825.2 intermittent lines; road traffic
(traffic control) regulations
1989 edition figure nr. RM1103 m *** *** ***
R825.3 intermittent lines; road traffic
(traffic control) regulations
1989 edition figure nr. RM1104 m *** *** ***
R825.4 intermittent lines; road traffic
(traffic control) regulations
1989 edition figure nr. RM1106 m *** *** ***
PAINTING
Polyurethane paint; first coat of
2 pack epoxy zinc phosphate 70
microns (KP1A), second coat of 2
pack high build epoxy MIO 100
microns (KU1D) and finishing coat
of 2 pack high build polyurethane
50 microns (KU2B)
V770 Metal sections m2 *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.1/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.1 L2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
MISCELLANEOUS WORK
Safety fences
Untensioned corrugated beam
barriers; hot-dip galvanized to BS
729; fixed to and including hot-dip
galvanized steel Grade 43A posts
with and including 310 x 310
x 950 mm deep concrete grade 20/20
footings at 2000 mm centres
X181 exposed overall height 0.757 m m *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.1/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.1 L2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A".
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.1/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.1 L2.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.1/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.1 L2.1 : Roadworks
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL2.1
: Roadworks
Page No. LSL2.1/1 ***
Page No. LSL2.1/2 ***
Page No. LSL2.1/3 ***
Page No. LSL2.1/4 ***
Page No. LSL2.1/5 ***
Page No. LSL2.1/6 ***
Page No. LSL2.1/7 ***
Page No. LSL2.1/8 ***
--------------------------------------------------------------------
Total of Lump Sum Item LSL2.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.2 L2.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Perforated concrete filter pipes;
unreinforced to BS 5911; spigot and
socket or rebated joints
Nominal bore; 150 mm
I222.1 in trenches depth not exceeding
1.5 m; laid in French or rubble
drains m *** *** ***
Concrete pipes; Class L;
unreinforced to BS 5911; Part 100;
flexible spigot and socket Joints;
lined with polyvinyl chloride (PVC)
or high density polyethylene (HDPE);
as in Specification clause 6.3.01
Nominal bore; 225 mm
I222.2 in trenches depth not exceeding
1.5 m; gully connections m *** *** ***
I222.3 in trenches depth not exceeding
1.5 m; between manholes and/or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I223.1 in trenches depth 1.5-2 m; gully
connections m *** *** ***
I223.2 in trenches depth 1.5-2 m; between
manholes and/or other drainage
▇▇▇▇▇▇▇▇ m *** *** ***
I224 in trenches depth 2-2.5 m; gully
connections m *** *** ***
I225 in trenches depth 2.5-3 m; gully
connections m *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.2/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.2 L2.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Concrete pipes; Class M;
unreinforced to BS 5911;Part 100;
flexible spigot and socket joints;
lined with polyvinyl chloride (PVC) or
high density polyethylene (HDPE); as
in Specification clause 6.3.01
Nominal bore; 300 mm
I223.3 in trenches depth 1.5-2 m; between
manholes and/or other drainage
▇▇▇▇▇▇▇▇ m *** *** ***
Nominal bore; 525 mm
I233 in trenches depth 1.5-2 m; between
manholes and/or other drainage
▇▇▇▇▇▇▇▇ m *** *** ***
I234.1 in trenches depth 2-2.5 m; between
manholes and/or other drainage
▇▇▇▇▇▇▇▇ m *** *** ***
Nominal bore; 600 mm
I234.2 in trenches depth 2-2.5 m; between
manholes and/or other drainage
▇▇▇▇▇▇▇▇ m *** *** ***
I235 in trenches depth 2.5-3 m; between
manholes and/or other drainage
▇▇▇▇▇▇▇▇ m *** *** ***
Concrete pipes; class L;
unreinforced to BS 5911; Part 100;
flexible spigot and socket Joints;
lined with polyviny1 chloride (PVC) or
high density polyethylene (HDPE);
as in specification clause 6.3.01
Junctions and branches; including
forming perforations, trimming and
launching with concrete bandage
J221 nominal bore; 225 mm nr *** *** ***
Straight specials; rocker pipes
J281 nominal bore; 225 mm nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.2 L2.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
PIPEWORK - FITTINGS AND VALVES
Concrete pipes; Class M;
unreinforced to BS 5911;Part 100;
flexible spigot and socket joints;
lined with polyvinyl chloride (PVC)
or high density polyethylene (HDPE);
as in specification clause 6.3.01
Junctions and branches; including
forming perforations, trimming and
haunching with concrete bandage
J222 nominal bore; 300 mm nr *** *** ***
J223.1 nominal bore; 525 mm nr *** *** ***
J223.2 nominal bore; 600 mm nr *** *** ***
Straight specials; rocker pipes
J282 nominal bore; 300 mm nr *** *** ***
J283.1 nominal bore; 525 mm nr *** *** ***
J283.2 nominal bore; 600 mm nr *** *** ***
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Manholes
In situ concrete; type D; chamber
size 750 x 750 mm; as D.S.D.
Standard Drawing nr. DS 1004
K131 depth not exceeding 1.5 m; heavy
duty cast iron cover as D.S.D.
Standard Drawing nr. DS 1033 nr *** *** ***
In situ concrete; type E; chamber
size 1050x 1350 mm; as D.S.D.
Standard Drawing nr. DS 1005
K132.1 depth 1.5-2 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
In situ concrete; type E; chamber
size 1275 x 1350 mm; as D.S.D.
Standard Drawing nr. DS 1005
K132.2 depth 1.5-2 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
In situ concrete; type E; chamber
size 1350 x 1350 mm; as D.S.D.
Standard Drawing nr. DS 1005
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.2/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.2 L2.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Manholes(Cont'd)
K133 depth 2-2.5 m; heavy duty cast iron
cover as D.S.D. Standard Drawing
nr. DS 1033 nr *** *** ***
K134 depth 2.5-3 m; heavy duty cast iron
cover as D.S.D. Standard Drawing
nr. DS 1033 nr *** *** ***
Catch pits
In situ concrete; chamber size 900
x 900 mm; as Drawing nr.
LCC300/31/G31/002
K231.1 depth not exceeding 1.5m nr *** *** ***
In situ concrete; chamber size
1000 x 1000 mm; as Drawing nr.
LCC300/31/C35/101
K231.2 depth not exceeding 1.5 m; Type
1 precast concrete cover; as W.S.D.
Standard Drawing nr. 1.12A nr *** *** ***
K330.1 In situ concrete untrapped;
removable cast iron grating and
frame; as HyD Standard Drawing nr.
H3109, H3117 and H3118; 225 mm
outlet diameter nr *** *** ***
K330.2 In situ concrete untrapped;
removable cast iron grating, frame
and overflow ▇▇▇▇; as HyD Standard
Drawing nr. H3109, H3117, H3118
and H3123; 225 mm outlet diameter nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.2/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.2 L2.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
PIPEWORK- MANHOLES AND PIPEWORK
ANCILLARIES
K410 Filling French and rubble drains
with grade material; granular
material m3 *** *** ***
French drains, rubble drains,
ditches and trenches
Rectangular section ditches lined;
concrete grade 20/20; 150 mm thick
to bottom and both sides with
U-shaped invert; as Drawing nr.
LCC300/31/C35/101
K451 cross-sectional area not exceeding
0.25 L2; waterway 300 mm wide m *** *** ***
K452.1 cross-sectional area 0.25-0.5 L2;
waterway 300 mm wide m *** *** ***
Rectangular section ditches lined;
concrete grade 20/20; 100 mm thick
to bottom and both sides with
U-shaped stepped invert; as Drawing
nr. LCC300/31/G35/002
K452.2 cross-sectional area 0.25-0.5 L2;
waterway 300 mm wide m *** *** ***
Other pipework ancillaries
Connections to existing live
culverts; including forming and
trimming perforations in existing
structure, building in and haunching
around pipes, sealing up and making
good upon completion of work; as
Drawing nr. LCC300/31/C35/103
K862 pipe bore 200-300 mm nr *** *** ***
K863 pipe bore 300-600 mm nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.2/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.2 L2.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
PIPEWORK - SUPPORTS AND
PROTECTION. ANCILLARIES TO LAYING
AND EXCAVATION
Beds; Class B; 100 mm thick
Imported granular material; type A
L331 nominal bore not exceeding 150 mm as
D.S.D. Standard Drawing nr. DS 1048 m *** *** ***
L332 nominal bore 200-300 mm; as D.S.D.
Standard Drawing nr. DS 1048 m *** *** ***
L333 nominal bore 300-600 mm; as D.S.D.
Standard Drawing nr. DS 1048 m *** *** ***
Surrounds
Mass concrete; grade 20/40
L542 nominal bore 200-300 mm; bed depth
150 mm; as HyD Standard Drawing
nr. H3130 m *** *** ***
MISCELLANEOUS METALWORK
Other miscellaneous metalwork
N990.1 Ditch fittings; hinged grating and
frame; cast iron; grating in 500 mm
(maximum) unit length x 25 mm thick;
as Drawing nr. LCC300/31/C35/101;
for waterway 300 mm wide m *** *** ***
N990.2 Ditch fittings; trapping grille for
U-shaped waterway; mild steel; 16 mm
diameter top rail and 12 mm diameter
vertical grille bars at 75 mm
centres; as Drawing nr.
LCC300/31/C35/101; exposed size 300
x 200 mm high (overall)
(approximate) nr *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.2/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.2 L2.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with
"N/A".
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.2/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.2 L2.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.2 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.2/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.2 L2.2 : Underground Drainage
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL2.2
: Underground Drainage
Page No. LSL2.2/1 ***
Page No. LSL2.2/2 ***
Page No. LSL2.2/3 ***
Page No. LSL2.2/4 ***
Page No. LSL2.2/5 ***
Page No. LSL2.2/6 ***
Page No. LSL2.2/7 ***
Page No. LSL2.2/8 ***
--------------------------------------------------------------------
Total of Lump Sum Item LSL2.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.3 L2.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
EARTHWORKS
Filling ancillaries
E790 Geosynthetic reinforcement; surface
erosion control geotextiles; tensile
strength of 200kN/m (minimum) m2 *** *** ***
Landscaping
E820.1 Hydroseeding; including all species
during summer at 25g/L2 and winter
at 30g/L2 m2 *** *** ***
E820.2 Hydroseeding; including all species
during summer at 25g/L2 and winter
at 30g/L2; inclined at an angle
exceeding 10 degrees to the
horizontal m2 *** *** ***
E850.1 Shrubs; Ardisia crenata; size
600 x 500 mm; pot-grown nr *** *** ***
E850.2 Shrubs; Duranta repens; size
600 x 500 mm; pot-grown nr *** *** ***
E850.3 Shrubs; Hymenocallis americana;
size 500 x 500 mm; pot-grown nr *** *** ***
E850.4 Shrubs; Ligustrum sinense; size
600 x 500 mm; pot-grown nr *** *** ***
E850.5 Shrubs; Melastoma candida; size
600 x 500 mm; pot-grown nr *** *** ***
E850.6 Shrubs; Melastoma sanquineum; size
600 x 500 mm; pot-grown nr *** *** ***
E850.7 Shrubs; Rhus chinensis; size
600 x 500 mm; pot-grown nr *** *** ***
E860 Trees; Eucalyptus robusta; heavy
standard size; root balled nr *** *** ***
MISCELLANEOUS METALWORK
Galvanized mild steel
Miscellaneous framing
N161 angle iron stakes; 50 x 50 x 3 mm;
including approved ties and spacers m *** *** ***
ROADS AND PAVINGS
Sub-bases, flexible road bases and
surfacing
Granular material as General
Specification clause 6.07
R113 depth 60-100 mm m2 *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSL2.3/1 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.3 L2.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
ROADS AND PAVINGS
Concrete pavements
Other in situ concrete slabs;
grade 30/20
R433 depth 60-100 mm m2 *** *** ***
R480 Waterproof membranes below concrete
pavements; impermeable polythene
sheeting 0.125 mm nominal thickness m2 *** *** ***
▇▇▇▇▇, channels and edgings
Precast concrete edging ▇▇▇▇▇ of
Highways Dept. types ▇▇, ▇▇ and
E3; 50 x 150 mm high
R631 straight or curved to radius
exceeding 12 m; including cement and
sand (1:3) bedding, and concrete bed
and haunch grade 20/20 m *** *** ***
PAINTING
Epoxy paint; first coat of 2 pack
epoxy zinc phosphate 70 microns (KP1A),
second coat of 2 pack high build
epoxy MIO 100 microns (KU1D) and
finishing coat of 2 pack high build
polyurethane 50 microns (KU2B)
V770 Metal sections m2 *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.3/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.3 L2.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A".
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.3 L2.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.3 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.3/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.3 L2.3 : Hard and Soft Landscaping
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL2.3
: Hard and Soft Landscaping
Page No. LSL2.3/1 ***
Page No. LSL2.3/2 ***
Page No. LSL2.3/3 ***
Page No. LSL2.3/4 ***
--------------------------------------------------------------------
Total of Lump Sum Item LSL2.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.3/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.4 L2.4 : Retaining Wall RW1
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
DEMOLITION AND SITE CLEARANCE
Other structures
Metal; chain link fencing and
concrete foundations
D549 approximate exposed height 4500 mm m *** *** ***
IN SITU CONCRETE
Provision of concrete designed mix
F220 Class: 20/20; concrete category C m3 *** *** ***
F230 Class: 35/20; concrete category B m3 *** *** ***
Placing of mass concrete
Blinding; concrete category C
F511 thickness not exceeding 150 mm m3 *** *** ***
Placing of reinforced concrete
Bases, footings, pile caps and
ground slabs; concrete category B
F622 thickness 150-300 mm m3 *** *** ***
Retaining walls; concrete category B
F642 thickness 150-300 mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F2
Sloping
G323 width 0.2-0.4 m m2 *** *** ***
Vertical
G343 width 0.2-0.4 m m2 *** *** ***
G344 width 0.4-1.22 m m2 *** *** ***
G345 width exceeding 1.22 m m2 *** *** ***
Reinforcement
Deformed high yield steel bars to
CS2 1995
G523 nominal size 25 mm t *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.4/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.4 L2.4 : Retaining Wall RW1
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Joints
Formed surface with filler; 25 mm
thick compressible inorganic joint
filler
G641 average width not exceeding 0.5 m m2 *** *** ***
Proprietary rubber waterstops
with centre bulb
G653 average width 200-300 mm m *** *** ***
Sealed rebates or grooves
G670 approved light grey polysulphide
sealant 25 x 25 mm; on and including
polyethylene tape bond breaker m *** *** ***
Dowels; 25 mm diameter galvanized
mild steel bars
G682 sleeved; 700 mm long; cast into
one side of joint, other side with
and including cast in preformed
PVC tight fitting sleeve and
compressible end filler nr *** *** ***
Concrete accessories
Finishing of top surfaces
G813.1 class U2 finishes m2 *** *** ***
Finishing of top surfaces; sloping
G813.2 class U5 finishes m2 *** *** ***
PAINTING
Aluminium paint; in two coats
Galvanized mild steel chain link
fencing; surface wire brushed
V913 surfaces included at an angle
exceeding 60 degrees to the
horizontal m2 *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.4/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.4 L2.4 : Retaining Wall RW1
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
MISCELLANEOUS WORK
Fences; security
Hot dip galvanized mild steel post
and wire; comprising 80 x 80 x 10
mm thick angle posts at 2500 mm
centres, 70 x 70 x 8 mm thick angle
▇▇▇▇▇▇▇▇ and diagonal bracings,
80 x 80 x 10 mm thick angle struts
at 5000 mm centres, 225 x 225
x 10 mm thick base plates, "Bestal"
expanded metals BMM3045 medium
meshes, 3 mm diameter x 50 mm mesh
chain link fencing, 30 x 5 mm thick
flat bars, and 2 nr. 3.55 mm
diameter straining wires; including
bolts, screws and all necessary
accessories
X147 minimum height 4.6 m above road
level; concrete grade 20/20
foundation 600 mm thick x 2088 mm
average high for fencing, footing
600 x 600 x 600mm deep for bracings
and 75mm thick blinding m *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.4/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.4 L2.4 : Retaining Wall RW1
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A".
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.4/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.4 L2.4 : Retaining Wall RW1
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.4/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.4 L2.4 : Retaining Wall RW1
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL2.4
: Retaining Wall RW1
Page No. LSL2.4/1 ***
Page No. LSL2.4/2 ***
Page No. LSL2.4/3 ***
Page No. LSL2.4/4 ***
Page No. LSL2.4/5 ***
--------------------------------------------------------------------
Total of Lump Sum Item LSL2.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.4/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.5 L2.5 : Extension of Concrete Lining for Ha Wan Channel
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F200 Class: 20/20; concrete category C m3 *** *** ***
Placing of mass concrete
Other concrete forms; linings to
channels; concrete category C
F581 thickness ▇▇▇ - ▇▇▇ ▇▇ ▇▇ *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F2
Sloping
G324 width 0.4-1.22 m; to upper surfaces m2 *** *** ***
G325 width exceeding 1.22 m; to upper
surfaces m2 *** *** ***
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.5 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.5/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.5 L2.5 : Extension of Concrete Lining for Ha Wan Channel
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A".
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.5 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.5/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.5 L2.5 : Extension of Concrete Lining for Ha Wan Channel
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.5 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.5/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.5 L2.5 : Extension of Concrete Lining for Ha Wan Channel
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL2.5
: Extension of Concrete Lining for Ha Wan Channel
Page No. LSL2.5/1 ***
Page No. LSL2.5/2 ***
Page No. LSL2.5/3 ***
--------------------------------------------------------------------
Total of Lump Sum Item LSL2.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.5/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.6 L2.6: Head Wall and Wing Wall for Culvert
at Road Chainage 1000
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
DEMOLITION AND SITE CLEARANCE
Other structures
Reinforced concrete; head walls
and wing walls
D521 volume not exceeding 50 m3 sum *** *** ***
IN SITU CONCRETE
Provision of concrete designed mix
F230 Class: 35/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Head walls and wing walls;
concrete category B
F642 thickness 150-300 mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F4
Sloping
G323 width 0.2-0.4 m m2 *** *** ***
Vertical
G344 width 0.4-1.22 m m2 *** *** ***
G345 width exceeding 1.22 m m2 *** *** ***
Reinforcement
Deformed high yield steel bars to
CS2 1995
G525 nominal size 25 mm t *** *** ***
Concrete accessories
Finishing of formed surfaces
G823 scabbled finish m2 *** *** ***
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.6 ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.6/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.6 L2.6: Head Wall and Wing Wall for Culvert
at Road Chainage 1000
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A".
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.6/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.6 L2.6: Head Wall and Wing Wall for Culvert
at Road Chainage 1000
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.6/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.6 L2.6: Head Wall and Wing Wall for Culvert
at Road Chainage 1000
ITEM DESCRIPTION AMOUNT HK$
-------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL2.6
: Head Wall and Wing Wall for Culvert at Road Chainage 1000
Page No. LSL2.6/1 ***
Page No. LSL2.6/2 ***
Page No. LSL2.6/3 ***
-------------------------------------------------------------------------------------------
Total of Lump Sum Item LSL2.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.6/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.7 L2.7 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F220 Class: 20/20; concrete category B m3 *** *** ***
Placing of mass concrete
Bases, footings, pile caps and
ground slabs; concrete category B
F522 thickness exceeding 150-300 mm m3 *** *** ***
Columns; concrete category B
F552 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇.▇▇-▇.▇ ▇▇ ▇▇ *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F1
Vertical
G341.1 width not exceeding 0.l m m *** *** ***
G343 width 0.2-0.4 m m2 *** *** ***
Curved cylindrical to one radius
in one plane; radius 1 m
G353.1 width 0.2-0.4 m m2 *** *** ***
Formwork finish; type F2
Vertical
G341.2 width not exceeding 0.1 m m *** *** ***
Curved cylindrical to one radius
in one plane; radius 1 m
G353.2 width 0.2-0.4 m m2 *** *** ***
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.7/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.7 L2.7 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Drawpits
In situ concrete; for road
lighting; type P1; as Drawing nr.
PL2-91
K231.1 depth not exceeding 1.5 m nr *** *** ***
In situ concrete; for road
lighting; type P2; as Drawing nr.
PL2-91
K231.2 depth not exceeding 1.5 m nr *** *** ***
In situ concrete; for road
lighting; as Drawing nr.
DP/G/95-118 to 120
K231.3 depth not exceeding 1.5 m nr *** *** ***
Bases for public lighting
controller
In situ concrete; for road
lighting; including 4 nr. 16 mm
diameter cast-in Rawlbolts
as Drawing nr. LCC300/31/C19/201
K231.5 depth not exceeding 1.5 m nr *** *** ***
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.7/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.7 L2.7 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Ducts; unplasticized polyvinyl
chloride to BS 3506:1969 Class B;
solvent welded joints to BS 4346
Part 1; with draw wire
Cable ducts 1 way; nominal bore
100 mm
K512.1 in trenches depth not exceeding
1.5 m; for road lighting m *** *** ***
K512.2 in trenches depth not exceeding
1.5 m; for road lighting; in
shared trench laid with second
duct m *** *** ***
Ducts; steel pipes; to BS 1387.
medium grade; galvanized to BS
729; screwed joints; with draw
wire
Cable ducts 1 way; nominal bore
150 mm
K512.4 in trenches depth not exceeding
1.5 m; for road lighting m *** *** ***
MISCELLANEOUS METALWORK
Stainless steel
Cladding panels 3 mm thick
N110 isolated columns; curved m2 *** *** ***
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.7/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.7 L2.7 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A".
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.7/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.7 L2.7 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.7/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.7 L2.7 : BWIC with Services
ITEM DESCRIPTION AMOUNT HK$
-------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL2.7
: BWIC with Services
Page No. LSL2.7/1 ***
Page No. LSL2.7/2 ***
Page No. LSL2.7/3 ***
Page No. LSL2.7/4 ***
Page No. LSL2.7/5 ***
-------------------------------------------------------------------------------------------
Total of Lump Sum Item LSL2.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.7/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.8 L2.8 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Ductile iron sleeve pipe
Nominal bore; 150 mm
I312 in trenches depth not exceeding
1.5 m; irrigation system m *** *** ***
Steel pipes; to BS 1387, medium
grade; galvanised to BS 729;
screwed joints
Nominal bore; 20 mm
I411 not in trenches; vertical
extensions of pipes below ground m *** *** ***
I412.1 in trenches depth not exceeding
1.5 m; irrigation system m *** *** ***
Nominal bore; 50 mm
I412.2 in trenches depth not exceeding
1.5 m; irrigation system m *** *** ***
PIPEWORK - FITTINGS AND VALVES
Steel pipes; to BS 1387, medium
grade; galvanised to BS 729;
screwed joints
Bends
J311.1 nominal bore; 20 mm nr *** *** ***
J311.2 nominal bore; 50 mm nr *** *** ***
Junctions and branches
J312 nominal bore; 50 mm nr *** *** ***
Valves and penstocks
Gate valves: hand operated
J811 nominal bore 50 mm nr *** *** ***
Loose jumper stop cocks
J891.1 nominal bore 50 mm nr *** *** ***
Water taps with lockable device
J891.2 nominal bore 20 mm nr *** *** ***
Water meters
J891.3 nominal bore 50 mm nr *** *** ***
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSL2.8/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.8 L2.8 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Water meter boxes
In situ concrete; 500 x 1200 x
1000 mm high overall on 800 x 1200
x 150 mm thick footing; complete
with 3 mm thick stainless steel
hinged cover with polycarbonate
viewing panel and stainless steel
grilles
K231 depth not exceeding 1.5 m nr *** *** ***
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.8/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening of Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.8 L2.8 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A".
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.8/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.8 L2.8 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.8/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.8 L2.8 : Irrigation
ITEM DESCRIPTION AMOUNT HK$
-------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL2.8
: Irrigation
Page No. LSL2.8/1 ***
Page No. LSL2.8/2 ***
Page No. LSL2.8/3 ***
Page No. LSL2.8/4 ***
-------------------------------------------------------------------------------------------
Total of Lump Sum Item LSL2.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.8/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.9 L2.9 : Diversion of Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
UTILITIES
Diversion of existing services
Electric
Y135.1 LV overhead and underground power
cables with associated posts and
drawpits; as drawing nr.
LCC300/31/C15/207 to 210, Appendix
M to Particular Specification
(ref.:CLP-LV) sum ***
Y135.2 11kV overhead and underground
power cables with associated post
and drawings and drawing nr.
LCC300/31/C15/207 to 210,
Appendix M to Particular
Specification (ref.:CLP-11kV) sum ***
Y135.3 132kV underground power cables as
drawing nr. LCC300/31/C15/207 to 210
Appendix M to Particular
Specification (ref.:CLP-132kV) sum ***
Y135.4 CLP Fibre optic cables as drawing
nr.LCC300/31/C15/207 to 210 and
Appendix M to Particular
Specification sum ***
Y135.5 Road signs; as drawing nr.
LCC300/31/C19/701 to 705 (ref.:TD) sum ***
Communication
Y620.1 Telecommunication; telephone ducts
and draw pits as drawing nr.
LCC300/31/C15/206 to 210 (ref.:H) sum ***
Y620.2 Telecommunication; telephone ducts
and draw pits as drawing nr.
LCC300/31/C15/206 to 210 (ref.:T&T) sum ***
Y620.3 Telecommunication; telephone ducts
and draw pits as drawing nr.
LCC300/31/C15/206 to 210
(ref.:HKT) sum ***
Y620.4 Telecommunication; telephone
overhead cable and posts; as
drawing nr. LCC300/31/C15/208 to
209 (ref.:HKT-P) sum ***
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.9 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.9/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.9 L2.9 : Diversion of Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A".
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.9 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.9/2 Contract No.LCC-300
Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.9 L2.9 : Diversion of Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.9 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.9/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.9 L2.9 : Diversion of Utilities
ITEM DESCRIPTION AMOUNT HK$
-------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL2.9
: Diversion of Utilities
Page No. LSL2.9/1 ***
Page No. LSL2.9/2 ***
Page No. LSL2.9/3 ***
-------------------------------------------------------------------------------------------
Total of Lump Sum Item LSL2.9 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.9/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.10 L2.10 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Ductile spun iron pipe to BS 4772
Class K9; flanged joints; cement
lining
Nominal bore; 150 mm
I312 in trenches depth not exceeding
1.5 m; incoming water mains m *** *** ***
PIPEWORK - FITTINGS AND VALVES
Ductile spun iron pipe to BS 4772
K9; flanged joints; cement
mortar lining
Bends
J311.1 nominal bore; 150 mm nr *** *** ***
Bends; with duckfoot
J311.2 nominal bore; 150 mm nr *** *** ***
Double collars
J341 nominal bore; 150 mm nr *** *** ***
Valves and penstocks
Gate valves hand operated
J811 nominal bore 150 mm nr *** *** ***
Fire hydrants; mounted on ground;
as W.S.D. Standard Drawing nr.
4.2A
J891 nominal bore 150 mm nr *** *** ***
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Valve pits
Precast concrete assemblies;
chamber size 300 x 300 mm; with
in-situ concrete surrounds to
pipes; as Drawing nr.
LCC300/31/C15/501
K231 depth not exceeding 1.5 m; cast
iron surface box as W.S.D.
Standard Drawing nr. 7.26 nr *** *** ***
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.10 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.10/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.10 L2.10 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
PIPEWORK - SUPPORTS AND
PROTECTION, ANCILLARIES TO LAYING
AND EXCAVATION
Beds: 100 mm thick
Mass concrete
L341 nominal bore not exceeding 200 mm m *** *** ***
Concrete stools and thrust blocks;
for bends
Volume 0.2-0.5 m3; mass concrete
grade 30/20; as Drawing nr.
LCC300/31/C15/501
L731 nominal bore not exceeding 200 mm nr *** *** ***
Volume 1-2 m3; mass concrete grade
30/20; as Drawing nr.
LCC300/31/C15/501
L751 nominal bore not exceeding 200 mm nr *** *** ***
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.10 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.10/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.10 L2.10 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A".
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.10 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.10/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.10 L2.10 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.10 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.10/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.10 L2.10 : Fire Hydrants
ITEM DESCRIPTION AMOUNT HK$
-------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL2.10
: Fire Hydrants
Page No. LSL2.10/1 ***
Page No. LSL2.10/2 ***
Page No. LSL2.10/3 ***
Page No. LSL2.10/4 ***
-------------------------------------------------------------------------------------------
Total of Lump Sum Item LSL2.10 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.10/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.11 L2.11 : Diversion of Existing Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
UTILITIES
Diversion of existing services
Communications; systems of
PCCW-HKT Telephone Limited; as
Drawing LCC300/31/C15/207 to 210
Y162.1 telecommunications sum ***
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.11 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.11/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening Existing Access Road (Area B)(EPIW)
(Option 1)
Lump Sum Item LSL2.11 L2.11 : Diversion of Existing Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A".
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.11 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.11/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening Existing Access Road (Area B) (EPIW)
(Option 1)
Lump Sum Item LSL2.11 L2.11 : Diversion of Existing Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL2.11 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.11/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW STRUCTURE (OPTION 1)
Lump Sum Breakdown L2 : Widening Existing Access Road (Area B) (EPIW)
(Option 1)
Lump Sum Item LSL2.11 L2.11 : Diversion of Existing Telephone Utilities
ITEM DESCRIPTION AMOUNT HK$
-------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL2.11
: Diversion of Existing Telephone Utilities
Page No. LSL2.11/1 ***
Page No. LSL2.11/2 ***
Page No. LSL2.11/3 ***
-------------------------------------------------------------------------------------------
Total of Lump Sum Item LSL2.11 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL2.11/COL/l Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW)
(Option 1)
Lump Sum Item LSL3.1 L3.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
DEMOLITION AND SITE CLEARANCE
General clearance
D100 general clearance for Site ha *** *** ***
IN SITU CONCRETE
Provision of concrete designed mix
F220 Class: 20/20; concrete category B m3 *** *** ***
Placing of mass concrete
Bases, footings, pile caps and
ground slabs; concrete category B
F522 thickness 150-300 mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F2
Vertical
G343 width 0.2-0.4 m m2 *** *** ***
MISCELLANEOUS METALWORK
Mild steel solid to BS 4360; grade
43; hot dip galvanized after
fabrication to BS 729
Railings; Type 2; comprising 40 x
15 mm flat top and bottom rails,
16 mm diameter rod or 15 x 15 mm
bar balusters at 115 mm centres, and
40 x 40 mm bar standards at 1500 mm
centres; including bolts and all
necessary accessories
N140 exposed height 1000 mm m *** *** ***
ROADS AND PAVINGS
Sub-bases, flexible road bases and
surfacing
Granular material as per General
Specification clause 6.07
R114 depth 100 - 150 mm m2 *** *** ***
R116 depth ▇▇▇ - ▇▇▇ ▇▇ ▇▇ *** *** ***
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.1/1 Contract No. LCC-30O
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW)
(Option 1)
Lump Sum Item LSL3.1 L3.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
ROADS AND PAVINGS
Sub-bases, flexible road bases and
surfacing
Bituminous materials; consisting
of coarse and fine aggregates,
filler, bitumen, and polymer
R232 depth 30 - 60 mm; wearing course m2 *** *** ***
R233.1 depth 60 - 100 mm; road base m2 *** *** ***
R233.2 depth 60 - 100 mm; base course m2 *** *** ***
▇▇▇▇▇, channels and edgings
Precast concrete ▇▇▇▇▇ of Highways
Department types K1, K2 and K3;
nominal size 20 mm x 250 mm high
R611 straight or curved to radius
exceeding 12 m; including
cement and sand (1:3)
haunching, and concrete bed and
backing grade 20/20 m *** *** ***
R612 curved to radius not
exceeding 12 m; including
cement and sand (1:3)
haunching, and concrete bed and
backing grade 20/20 m *** *** ***
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW)
(Option 1)
Lump Sum Item LSL3.1 L3.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
ROADS AND PAVINGS
Ancillaries
Traffic signs conforming to the
diagrams or references stated in the
item descriptions, which are taken
from the Transport Planning and
Design Manual, Volume 3 Chapter 2
(Regulatory Warning and Informatory
Signs); sign plates using class 1
reflective material to BS 873 Part 6
R811.1 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. nr *** *** ***
TS102(6)
R811.2 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. TS410(9) nr *** *** ***
R811.3 non-illuminated; road traffic
(traffic control) regulations 1989
edition figure nr. TS737(4) nr *** *** ***
Surface markings conforming to the
diagrams or references stated in the
item descriptions, which are taken
from the Transport Planning and
Design Manual, Volume 3 Chapter 5 -
Road Markings (April 1987); using
reflectorised thermoplastic
materials in accordance with BS 3262
R823 SLOW in English letters and
Chinese characters; road traffic
(traffic control) regulations 1989
edition figure nr. RM1141 nr *** *** ***
R824 continuous lines; road traffic
(traffic control) regulations
1989 edition figure nr. RM1001 m *** *** ***
R825.1 intermittent lines; road
traffic (traffic control)
regulations 1989 edition figure
nr. RM1013 m *** *** ***
R825.2 intermittent lines; road
traffic (traffic control)
regulations 1989 edition figure
nr. RM1103 m *** *** ***
R825.3 intermittent lines; road
traffic (traffic control)
regulations 1989 edition figure
nr. RM1104 m *** *** ***
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW)
(Option 1)
Lump Sum Item LSL3.1 L3.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
ROADS AND PAVINGS
Anci11aries (Cont'd)
Surface markings conforming to the
diagrams or references stated in the
item descriptions, which are taken
from the Transport Planning and
Design Manual, Volume 3 Chapter 5 -
Road Markings (April 1987); using
reflectorised thermoplastic
materials in accordance with BS 3262
(Cont'd)
R825.4 intermittent lines; road
traffic (traffic control)
regulations 1989 edition figure
nr. RM1106 m *** *** ***
PAINTING
Polyurethane paint; first coat of 2
pack epoxy zinc phosphate 70 microns
(KP1A), second coat of 2, pack high
build epoxy MTO 100 microns (KU1D)
and finishing coat of 2 pack high
build polyurethane 50 microns (KU2B)
V770 Metal sections m2 *** *** ***
MISCELLANEOUS WORK
Safety fences
Untensioned corrugated beam
barriers; hot-dip galvanized to
BS 729; fixed to and including
hot-dip galvanized steel Grade 43A
posts with and including 310 x 310 x
950 mm deep concrete grade 20/20
footings at 2000 mm centers
X181 exposed overall height 0.757 m m *** *** ***
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW)
(Option 1)
Lump Sum Item LSL3.1 L3.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A".
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.1/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW)
(Option 1)
Lump Sum Item LSL3.1 L3.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.1/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW)
(Option 1)
Lump Sum Item LSL3.1 L3.1 : Roadworks
ITEM DESCRIPTION AMOUNT HK$
-------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL3.1
: Roadworks
Page No. LSL3.1/1 ***
Page No. LSL3.1/2 ***
Page No. LSL3.1/3 ***
Page No. LSL3.1/4 ***
Page No. LSL3.1/5 ***
Page No. LSL3.1/6 ***
-------------------------------------------------------------------------------------------
Total of Lump Sum Item LSL3.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW)
(Option 1)
Lump Sum Item LSL3.2 L3.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Concrete pipes; Class L;
unreinforced to BS 5911;Part 100;
flexible spigot and socket joints;
lined with polyvinyl chloride
(PVC) or high density polyethylene
(HDPE); as Specification clause
6.3.01
Nominal bore; 225 mm
I222.1 in trenches depth not exceeding
1.5 m; gully connections m *** *** ***
I222.2 in trenches depth not exceeding
1.5 m; between manholes and/or
other drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I223.1 in trenches depth 1.5-2 m;
gully connections m *** *** ***
I223.2 in trenches depth 1.5-2 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I224.1 in trenches depth 2-2.5 m;
gully connections m *** *** ***
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.2/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW)
(Option 1)
Lump Sum Item LSL3.2 L3.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Concrete pipes; Class M;
unreinforced to BS 5911:Part 100;
flexible spigot and socket joints;
lined with polyvinyl chloride (PVC)
or high density polyethylene (HDPE);
as Specification clause 6.3.01
Nominal bore; 300 mm
I223.3 in trenches depth 1.5-2 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I224.2 in trenches depth 2-2.5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
Nominal bore; 375 mm
I234 in trenches depth 2-2.5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
Concrete pipes; Class M;
reinforced to BS 5911;Part 100;
flexible spigot and socket joints;
lined with polyvinyl chloride
(PVC) or high density polyethylene
(HDPE); as Specification clause
6.3.01
Nominal bore; 1200mm
I252 in trenches depth not exceeding
1.5 m; cross road pipes; as
Drawing nr. LCC300/31/C35/120 m *** *** ***
I253 in trenches depth 1.5-2 m;
cross road pipes; as Drawing
nr. LCC300/31/C35/120 m *** *** ***
PIPEWORK - FITTINGS AND VALVES
Concrete pipes; Class L;
unreinforced to BS 5911;Part 100;
flexible spigot and socket joints;
lined with polyvinyl chloride
(PVC) or high density polyethylene
(HDPE); as Specification clause
6.3.01
Junctions and branches; including
forming perforations, trimming and
haunching with concrete bandage
I221 nominal bore; 225 mm nr *** *** ***
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW)
(Option 1)
Lump Sum Item LSL3.2 L3.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
PIPEWORK - FITTINGS AND VALVES
Concrete pipes; Class L;
unreinforced to BS 5911;Part 100;
flexible spigot and socket joints;
lined with polyvinyl chloride
(PVC) or high density polyethylene
(HDPE); as Specification clause
6.3.01 (Cont'd)
Straight specials; rocker pipes
J281 nominal bore; 225 mm nr *** *** ***
Concrete pipes; Class M;
unreinforced to BS 5911;Part 100;
flexible spigot and socket joints;
lined with polyvinyl chloride
(PVC) or high density polyethylene
(HDPE); as Specification clause
6.3.01
Junctions and branches; including
forming perforations, trimming and
haunching with concrete bandage
J222 nominal bore; 300 mm nr *** *** ***
J223 nominal bore; 375 mm nr *** *** ***
Straight specials; rocker pipes
J282 nominal bore; 300 mm nr *** *** ***
J283 nominal bore; 375 mm nr *** *** ***
Valves and penstocks
Flag valves; for splayed outlets of
cross road pipes at ditches
J895 nominal bore; 1200 mm nr *** *** ***
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Manholes
In situ concrete; type D; chamber
size 750 x 750 mm; as D.S.D.
Standard Drawing nr. DS 1004
K131.1 depth not exceeding 1.5 m;
heavy duty cast iron cover as
D.S.D. Standard Drawing nr. DS
1033 nr *** *** ***
K132.1 depth 1.5-2 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.2/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW)
(Option 1)
Lump Sum Item LSL3.2 L3.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Manholes(Cont'd)
In situ concrete; type E; chamber
size 975 x 1350 mm; as D.S.D.
Standard Drawing nr. DS 1005
K131.2 depth not exceeding 1.5 m;
heavy duty cast iron cover as
D.S.D. Standard Drawing nr. DS
1033 nr *** *** ***
K132.2 depth 1.5-2 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
In situ concrete; type E; chamber
size 1050 x 1350 mm; as D.S.D.
Standard Drawing nr. DS 1005
K132.3 depth 1.5-2 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
In situ concrete; type E; chamber
size 1125 x 1350 mm; as D.S.D.
Standard Drawing nr. DS 1005
K132.4 depth 1.5-2 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
K133 depth 2-2.5 m; heavy duty cast
iron cover as D.S.D. Standard
Drawing nr. DS 1033 nr *** *** ***
Catch pits
In situ concrete; chamber size
1000 x 1000 mm; as Drawing nr.
LCC300/31/C35/101
K231 depth not exceeding 1.5 m; Type
1 precast concrete cover; as
W.S.D. Standard Drawing nr.
1.12A nr *** *** ***
In situ concrete; chamber size
1900 x 2800 mm; for "V" section
ditches
K233 depth 2-2.5 m; galvanised mild
steel chequer plate cover with
frames nr *** *** ***
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.2/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW)
(Option 1)
Lump Sum Item LSL3.2 L3.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Gullies
K330.1 In situ concrete untrapped;
removable cast iron grating and
frame; as HyD Standard Drawing nr.
H3109, H3117 and H3118; 225 mm
outlet diameter nr *** *** ***
K330.2 In situ concrete untrapped;
removable cast iron grating, frame
and overflow ▇▇▇▇; as HyD Standard
Drawing nr. H3109, H3117, H3118
and H3123; 225 mm outlet diameter nr *** *** ***
French drains, rubble drains
ditches and trenches
Rectangular section ditches lined;
concrete grade 20/20; 150 mm thick
to bottom and both sides with
U-shaped invert; as Drawing nr.
LCC300/31/C35/101
K451 cross-sectional area not
exceeding 0.25 m2; waterway 300
mm wide m *** *** ***
K452 cross-sectional area 0.25-0.5
m2; waterway 300 mm wide m *** *** ***
Vee section ditches lined;
concrete; 200 mm thick to both
sides; as Drawing nr.
LCC300/31/C35/120
K475 cross-sectional area 1-1.5 m2;
waterway 2500 mm (maximum) wide m *** *** ***
K476 cross-sectional area 1.5-2 m2;
waterway 2500 mm (maximum) wide m *** *** ***
Other pipework ancillaries
Connections to existing live
nullahs; including forming and
trimming perforations in existing
structure, building in and
haunching around pipes, sealing up
and making good upon completion of
work; as Drawing nr.
LCC300/31/C35/120
K865 pipe bore 900-1200 mm nr *** *** ***
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.2/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW)
(Option 1)
Lump Sum Item LSL3.2 L3.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
PIPEWORK - SUPPORTS AND
PROTECTION ANCILLARIES TO LAYING
AND EXCAVATION
Bends; Class B; 100 mm thick
Imported granular material; type A
L332 nominal bore 200-300 mm; as
D.S.D. Standard Drawing nr. DS
1048 m *** *** ***
L333 nominal bore 300-600 mm; as
D.S.D. Standard Drawing nr. DS
1048 m *** *** ***
L335 nominal bore 900-1200 mm; as
D.S.D. Standard Drawing nr. DS
1048 m *** *** ***
Surrounds
Mass concrete; grade 20/40
L542 nominal bore 200-300 mm; bed
depth 150 mm; as HyD Standard
Drawing nr. H3130 m *** *** ***
MISCELLANEOUS METALWORK
Other miscellaneous metalwork
N990.1 Ditch fittings; hinged grating and
frame; cast iron; grating in 500 mm
(maximum) unit length x 25 mm thick;
as Drawing nr. LCC300/31/C35/101;
for waterway 300 mm wide m *** *** ***
N990.2 Ditch fittings; trapping grille
for U-shaped waterway; mild steel;
16 mm diameter top rail and 12 mm
diameter vertical grille bars at
75 mm centres; as Drawing nr.
LCC300/31/C35/101; exposed size
300 x 200 mm high (overall)
(approximate) nr *** *** ***
N990.3 Ditch fittings; trapping grille
for vee section waterway; mild
steel; 25 x 16 mm thick
top rail and 12 mm diameter
vertical grille bars at 100 mm
centres; as Drawing nr.
LCC300/31/C35/120; 1300 x 500 mm
high (overall) (approximate) nr *** *** ***
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.2/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW)
(Option 1)
Lump Sum Item LSL3.2 L3.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A".
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.2/7 Contract No. LCC-30O
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW)
(Option 1)
Lump Sum Item LSL3.2 L3.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.2/8 Contract No. LCC-30O
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW)
(Option 1)
Lump Sum Item LSL3.2 L3.2 : Underground Drainage
ITEM DESCRIPTION AMOUNT HK$
-------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL.3.2
: Underground Drainage
Page No. LSL3.2/1 ***
Page No. LSL3.2/2 ***
Page No. LSL3.2/3 ***
Page No. LSL3.2/4 ***
Page No. LSL3.2/5 ***
Page No. LSL3.2/6 ***
Page No. LSL3.2/7 ***
Page No. LSL3.2/8 ***
-------------------------------------------------------------------------------------------
Total of Lump Sum Item LSL3.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW)
(Option 1)
Lump Sum Item LSL3.3 L3.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
EARTHWORKS
Filling ancillaries
E790 Geosynthetic reinforcement;
surface erosion control
geotextiles; tensile strength of
200kN/m (minimum) m2 *** *** ***
Landscaping
E820.1 Hydroseeding; including all
species during summer at 25g/m2
and winter at 30g/m2 m2 *** *** ***
E820.2 Hydroseeding; including all
species during summer at 25g/m2
and winter at 30g/m2; inclined at
an angle exceeding 10 degrees to
the horizontal m2 *** *** ***
E850.1 Shrubs; Ardisia crenata; size
600 x 500 mm; pot-grown nr *** *** ***
E850.2 Shrubs; Hibiscus ▇▇▇▇ sinensis;
size 600 x 500 mm; pot-grown nr *** *** ***
E850.3 Shrubs; Hymenocallis americana;
size 500 x 500 mm; pot-grown nr *** *** ***
E850.4 Shrubs; Ixora javanica; size
500 x 500 mm; pot-grown nr *** *** ***
E850.5 Shrubs; Ligustrum sinense; size
600 x 500 mm; pot-grown nr *** *** ***
E850.6 Shrubs; Melastoma Candida; size
600 x 500 mm; pot-grown nr *** *** ***
E850.7 Shrubs; Melastoma sanquineum; size
600 x 500 mm; pot-grown nr *** *** ***
E850.8 Shrubs; Rhus chinensis; size
600 x 500 mm; pot-grown nr *** *** ***
E860.1 Trees; Acacia mangium; heavy
standard size; root balled nr *** *** ***
E860.2 Trees; Albezia lebbek; heavy
standard size; root balled nr *** *** ***
E890 Transplanting existing trees
T1, T2, T3, T4, T7, T8, T11, T20,
T21, T126, T127, T139 and T140 nr *** *** ***
MISCELLANEOUS METALWORK
Galvanized mild steel
Miscellaneous framing
N161 angle iron stakes; 50 x 50 x 3 mm;
including approved ties and
spacers m *** *** ***
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSL3.3/1 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW)
(Option 1)
Lump Sum Item LSL3.3 L3.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
ROADS AND PAVINGS
Sub-bases, flexible road bases and
surfacing
Granular material as per General
Specification clause 6.07
R113 depth 60-100 mm m2 *** *** ***
Concrete pavements
Other in situ concrete slabs;
grade 30/20
R433 depth 60-100 mm m2 *** *** ***
R480 Waterproof membranes below
concrete pavements; impermeable
polythene sheeting 0.125 mm
nominal thickness m2 *** *** ***
▇▇▇▇▇, channels and edgings
Precast concrete edging ▇▇▇▇▇ of
Highways Dept. types El, E2 and
E3; 50 x 150 mm high
R631 straight or curved to radius
exceeding 12 m; including
cement and sand (1:3) bedding,
and concrete bed and haunch
grade 20/20 m *** *** ***
PAINTING
Epoxy paint; first coat of 2 pack
epoxy zinc phosphate 70 microns
(KP1A). second coat of 2 pack high
build epoxy MIO 100 micron (KU1D)
and finishing coat of 2 pack high
build polyurethane 50 microns
(KU2B)
V770 Metal sections m2 *** *** ***
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.3/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW)
(Option 1)
Lump Sum Item LSL3.3 L3.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A".
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW)
(Option 1)
Lump Sum Item LSL3.3 L3.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.3/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW)
(Option 1)
Lump Sum Item LSL3.3 L3.3 : Hard and Soft Landscaping
ITEM DESCRIPTION AMOUNT HK$
-------------------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL3.3
: Hard and Soft Landscaping
Page No. LSL3.3/1 ***
Page No. LSL3.3/2 ***
Page No. LSL3.3/3 ***
Page No. LSL3.3/4 ***
-------------------------------------------------------------------------------------------
Total of Lump Sum Item LSL3.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.3/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW)
(Option 1)
Lump Sum Item LSL3.4 L3.4 : Ha Wan Channel Bridge and Abutments
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F210 Class: 10/20; concrete category C m3 *** *** ***
F220 Class: 20/20; concrete category B m3 *** *** ***
F240.1 Class: 40/20; concrete category B m3 *** *** ***
F240.2 Class: 45/20; concrete category B m3 *** *** ***
Placing of mass concrete
Blinding; concrete category C
F511 thickness not exceeding 150 mm m3 *** *** ***
End walls at abutment; concrete
category B
F542 thickness ▇▇▇ - ▇▇▇ ▇▇ ▇▇ *** *** ***
Placing of reinforced concrete
Bases, footings, pile caps and
ground slabs; concrete category B
F624 thickness exceeding 500 mm m3 *** *** ***
Suspended slabs to deck; concrete
category B
F632 thickness ▇▇▇ - ▇▇▇ ▇▇ ▇▇ *** *** ***
Parapet walls; concrete category B
F644.1 thickness exceeding 500 mm m3 *** *** ***
Walls of abutments; concrete
category B
F644.2 thickness exceeding 500 mm m3 *** *** ***
Retaining walls; concrete category
B
F643 thickness ▇▇▇ - ▇▇▇ ▇▇ ▇▇ *** *** ***
Beams to deck; concrete category B
F664 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇.▇▇-▇ ▇▇ ▇▇ *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F2
Horizontal
G315.1 width exceeding 1.22 m; left in m2 *** *** ***
-------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.4/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.4 L3.4 : Ha Wan Channel Bridge and Abutments
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish; type F2(Cont'd)
Sloping
G322 width 0.1-0.2 m m *** *** ***
G323.1 width 0.2-0.4 m m2 *** *** ***
G323.2 width 0.2-0.4 m; left in m2 *** *** ***
Vertical
G345.1 width exceeding 1.22 m m2 *** *** ***
Formwork finish; type F5
Horizontal
G315.2 width exceeding 1.22 m m2 *** *** ***
Vertical
G345.2 width exceeding 1.22 m m2 *** *** ***
Concrete components of constant
cross-section
G384.1 intrusions; 20 mm half round drip
grooves m *** *** ***
G384.2 intrusions; 50 x 50 mm splays m *** *** ***
G384.3 intrusions; 25 x 25 mm chamfers m *** *** ***
G384.4 half round channels; 150mm diameter m *** *** ***
Formwork surface features; flute finish
Vertical
G445 width exceeding 1.22 m m2 *** *** ***
Reinforcement
Deformed high yield steel bars to BS
4449
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.4/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.4 L3.4 : Ha Wan Channel Bridge and Abutments
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Reinforcement (Cont'd)
Deformed high yield steel bars to BS
4449(Cont'd)
G526 nominal size 32 mm t *** *** ***
G528 nominal size 50 mm or greater t *** *** ***
Joints
G650 Approved 240 mm wide external centre
bulb waterstops m *** *** ***
G680 25 mm diameter x 700 mm long galvanized
mild steel dowel bar; including
preformed PVC tight fitting dowel
sleeve; drilled into reinforced concrete nr *** *** ***
G690.1 movements joints; consists of 25 mm
thick x 500 mm width approved
compressible inorganic joint filler;
including 25 x 25 mm deep approved light
grey polysulphide joint sealant m *** *** ***
G690.2 Movement joints; Type MJ (N); as Drawing
nr LCC300/31/S20/101 m *** *** ***
G690.3 Movement joints; Type MJ (S); as Drawing
nr. LCC300/31/S20/101 m *** *** ***
G690.4 Movement joints; approved light grey
polysulphate joint sealant including
approved rubber backing strip; as
Drawing nr LCC300/31/S19/003 m *** *** ***
Post-tensioned pretressing
Horizontal internal tendons to in-situ
concrete bridge deck beams
G715 length 15-20 m; consists of 25 nr 12.9
mm diameter strands (seven-wire; class 2
relaxation; to BS5896) with 405 x 405 mm
square anchorages; as Drawing nr
LCC300/31/S19/601 to 602 nr *** *** ***
Concrete accessories
Finishing of top surfaces
G813.1 class U2 finishes m2 *** *** ***
G813.2 class U3 finishes m2 *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.4/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.4 L3.4 : Ha Wan Channel Bridge and Abutments
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Concrete accessories (Cont'd)
Inserts
G832.1 other inserts; unplasticized polyvinyl
chloride pipe sleeves to BS4460 through
reinforced concrete walls; 75 mm
diameter x 500 mm long; projecting from
two surfaces of the concrete nr *** *** ***
Inserts
G832.2 other inserts; unplasticized polyvinyl
chloride pipe sleeves through reinforced
concrete walls; 75 mm diameter x 600 mm
long; totally within the concrete volume nr *** *** ***
PRECAST CONCRETE
Slabs
225 mm wide x 1900 mm long; average 230
mm thick; complete with 2 nrs lifting
recesses and hooks; as Drawing nr
LCC300/31/S19/003
H552 mass 250-500 kg nr *** *** ***
PIPEWORK - PIPES
Polyvinyl chloride pipes
Nominal bore; 225 mm
I521 not in trenches; suspended above the
ground m *** *** ***
PIPEWORK - FITTING AND VALVES
Polyvinyl chloride pipe fittings
J490 250 x 250 x 200 mm deep hoppers nr *** *** ***
PIPEWOK - MANHOLES AND PIPEWORK
ANCILLARIES
Manholes
K190 Type E; as D.S.D. Standard Drawing nr
DS1005 nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.4/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.4 L3.4 : Ha Wan Channel Bridge and Abutments
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK
Bridge parapets
N150 Aluminium vehicle parapet Type B; as HYD
Structures Standard Drawing SSD24 m *** *** ***
Bridge bearings
N162.1 constrained pot bearing; Type S1; 500 x
500 x 300 mm thick; including non-shrink
cement mortar plinths and all necessary
seating materials nr *** *** ***
N162.2 constrained pot sliding; Type S2; 500 x
500 x 300 mm thick; including non-shrink
cement mortar plinths and all necessary
swathing materials nr *** *** ***
N162.3 constrained pot sliding; Type N1; 500 x
500 x 300 mm thick; including non-shrink
cement mortar plinths and all necessary
swathing materials nr *** *** ***
N162.4 fee pot bearing; Type N2; 500 x 500 x
300 mm thick; including non-shrink
cement mortar plinths and all necessary
swathing materials nr *** *** ***
Stainless steel
N170.1 Plate flooring; 5 mm thick stainless
steel sliding plate; 350 mm width x 1220
mm long; including M10 stainless steel
countersunk screws; fixed to concrete
parapet; as Drawing nr LCC300/31/S20/101 nr *** *** ***
Galvanised steel
N170.2 5 mm thick galvanized steel plate
nominally 600 mm x 478 mm; as HYD
Standard Drawing SSD88 nr *** *** ***
ROADS AND PAVINGS
Sub-bases, flexible road and surfacing
Granular material as per General
Specification clause 6.07
R116 depth 200-250 mm m2 *** *** ***
Dense bitumen macadam
R231 depth 30-60 mm; base course m2 *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.4/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.4 L3.4 : Ha Wan Channel Bridge and Abutments
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ROADS AND PAVINGS
Sub-bases, flexible road bases and
surfacing(Cont'd)
Bituminous materials; consisting of
coarse and fine aggregates, filler,
bitumen, and polymer
R232 depth 30-60 mm; wearing course m2 *** *** ***
R233.1 depth 60-100 mm; road base m2 *** *** ***
R233.2 depth 60-100 mm; base course m2 *** *** ***
Cold asphalt wearing course
R312 depth 30-60 mm m2 *** *** ***
▇▇▇▇▇, channels and edgings
Precast concrete ▇▇▇▇▇ of Highways
Department types K1, K2 and K3; overall
cross-section 125 mm wide x 250 mm high
R611 straight or curved to radius exceeding
12 m; including cement and sand (1:3)
haunching, and concrete bed and backing
grade 20/20 m *** *** ***
R612 curved to radius not exceeding
12 m; including cement and sand
(1:3) haunching, and concrete
bed and backing grade 20/20 m *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.4/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.4 L3.4 : Ha Wan Channel Bridge and Abutments
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ROADS AND PAVINGS
Ancillaries
Traffic signs conforming to the diagrams
or references stated in the item
descriptions, which are taken from the
Transport Planning and Design Manual,
Volume 3 Chapter 2 (Regulatory Warning
and Informatory Signs); sign plates
using class 1 reflective material to BS
873 Part 6
R811.1 non-illuminated; road traffic (traffic
control) regulations 1989 edition figure
nr. TS102(6) nr *** *** ***
R811.2 non-illuminated; road traffic (traffic
control) regulations 1989 edition figure
nr. TS410(9) nr *** *** ***
R811.3 non-illuminated; road traffic (traffic
control) regulations 1989 edition figure
nr. TS737(4) nr *** *** ***
Surface markings conforming to the
diagrams or references stated in the
item descriptions, which are taken from
the Transport Planning and Design
Manual, Volume 3 Chapter 5 - Road
Markings (April 1987); using
reflectorised thermoplastic materials in
accordance with BS 3262
R823 SLOW in English letters and Chinese
characters; road traffic (traffic
control) regulations 1989 edition figure
nr. RM1141 nr *** *** ***
R825.1 intermittent lines; road traffic
(traffic control) regulations 1989
edition figure nr. RM1013 m *** *** ***
R825.2 intermittent lines; road traffic
(traffic control) regulations 1989
edition figure nr. RMH1103 m *** *** ***
R825.3 intermittent lines; road traffic
(traffic control) regulations 1989
edition figure nr. RM1104 m *** *** ***
PAINTING
Epoxy or polyurethane paint 2cts to
manufacturers requirements; metal other
than metal sections and pipework;
V713 Surface inclined at angle exceeding 60
degrees to horizontal m2 *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.4/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.4 L3.4 : Ha Wan Channel Bridge and Abutments
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
WATERPROOFING
Damp proofing
Waterproof coating; two coats of
bitumen/rubber emulsion
waterproofing membrane
W143 surfaces inclined at an angle
exceeding 60 degrees to the
horizontal m2 *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.4/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.4 L3.4 : Ha Wan Channel Bridge and Abutments
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENAERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Lump Sum Breakdown and for which
a separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate columns
entered with "N/A".
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.4/9 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.4 L3.4 : Ha Wan Channel Bridge and Abutments
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.4 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.4/10 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.4 L3.4 : Ha Wan Channel Bridge and Abutments
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL3.4
: Ha Wan Channel Bridge and Abutments
Page No. LSL3.4/1 ***
Page No. LSL3.4/2 ***
Page No. LSL3.4/3 ***
Page No. LSL3.4/4 ***
Page No. LSL3.4/5 ***
Page No. LSL3.4/6 ***
Page No. LSL3.4/7 ***
Page No. LSL3.4/8 ***
Page No. LSL3.4/9 ***
Page No. LSL3.4/10 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSL3.4 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.4/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.5 L3.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F220 Class: 20/20; concrete category B m3 *** *** ***
Placing of mass concrete
Bases, footings, pile caps and ground
slabs; concrete category B
F522 thickness exceeding 150-300 mm m3 *** *** ***
Columns; concrete category B
F552 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇.▇▇-▇.▇ ▇▇ ▇▇ *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F1
Vertical
G341.1 width not exceeding 0.l m m *** *** ***
G343 width 0.2-0.4 m m2 *** *** ***
Curved cylindrical to one radius in one
plane; radius 1 m
G353.1 width 0.2-0.4 m m2 *** *** ***
Formwork finish; type F2
Vertical
G341.2 width not exceeding 0.l m m *** *** ***
Curved cylindrical to one radius in one
plane; radius 1 m
G353.2 width 0.2-0.4 m m2 *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.5 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.5/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.5 L3.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Drawpits
In situ concrete; for road lighting;
type P1; as Drawing nr. PL2-91
K231 depth not exceeding 1.5 m nr *** *** ***
Ducts; unplasticized polyvinyl chloride
to BS 3506:1969 Class B; solvent welded
joints to BS 4346 Part 1; with draw wire
Cable ducts 1 way; nominal bore 100 mm
K512.1 in trenches depth not exceeding 1.5 m;
for road lighting m *** *** ***
K512.2 in trenches depth not exceeding 1.5 m;
for road lighting; in shared trench laid
with second duct m *** *** ***
MISCELLANEOUS METALWORK
Stainless steel
Cladding panels 3 mm thick
N110 isolated columns; curved m2 *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.5 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.5/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.5 L3.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Lump Sum Breakdown and for which
a separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate columns
entered with "N/A".
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.5 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.5/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.5 L3.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.5 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.5/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.5 L3.5 : BWIC with Services
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL3.5
: BWIC with Services
Page No. LSL3.5/1 ***
Page No. LSL3.5/2 ***
Page No. LSL3.5/3 ***
Page No. LSL3.5/4 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSL3.5 ***
--------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.5/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.6 L3.6 : Geotechnical Instrumentation and Monitoring
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
Note: Rates are subject to %
Adjustment of-57.4483%
GROUND INVESTIGATION
Site tests and observations
B524 cone penetration nr *** *** ***
Instrumental observaions
Pressure head; daily observations during
surcharge period and weekly observations
during construction period; protected
with 1.3 m high timber board hoarding
B612 open standpipe piezometers m *** *** ***
B613 install covers nr *** *** ***
B614 monitoring visit *** *** ***
B615 reporting nr *** *** ***
Vertical inclinometers; daily
observations during surcharge period and
weekly observations during construction
period; protected with 1.3 m high timber
board hoarding
B621 installations m *** *** ***
B624 monitoring visit *** *** ***
B625 reporting nr *** *** ***
Plate settlement gauges; daily
observations during surcharge period and
weekly observations during construction
period; protected with 1.3 m high timber
board hoarding
B631 installations nr *** *** ***
B634 monitoring visit *** *** ***
B635 reporting nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.6 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 October 2002 LSL3.6/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.6 L3.6 : Geotechnical Instrumentation and Monitoring
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
Note: Rates are subject to %
Adjustment of -57.4483%
GROUND INVESTIGATION
Instrumental observations (Cont'd)
Seismographs; continuous observations
throughout piling operation; protected
with 1.3 m high timber board hoarding as
required
B651 installations nr *** *** ***
B654 monitoring visit *** *** ***
B655 reporting nr *** *** ***
Magnetic probe extensometers; 45-50 m
deep; daily observations during
surcharge period and weekly observations
during construction period; protected
with 1.3 m high timber board hoarding
B661 installations nr *** *** ***
B664 monitoring visit *** *** ***
B665 reporting nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.6 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 October 2002 LSL3.6/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.6 L3.6 : Geotechnical Instrumentation and Monitoring
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Lump Sum Breakdown and for which
a separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate columns
entered with "N/A".
Fixed Sum Adjustment to Cost Centre sum N/A N/A ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.6 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 October 2002 LSL3.6/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.6 L3.6 : Geotechnical Instrumentation and Monitoring
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with CESMM3 Section 7
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.6 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.6/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.6 L3.6 : Geotechnical Instrumentation and Monitoring
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL3.6
: Geotechnical Instrumentation and Monitoring
Page No. LSL3.6/1 ***
Page No. LSL3.6/2 ***
Page No. LSL3.6/3 ***
Page No. LSL3.6/4 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSL3.6 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 October 2002 LSL3.6/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.7 L3.7 : Diversion of Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
UTILITIES
Diversion of existing services
Electric
Y135.1 LV overhead and underground power
cables with associated posts and
drawpits; as drawing nr.
LCC300/31/C15/207 to 210, Appendix
M to Particular Specification
(ref.:CLP-LV) sum ***
Y135.2 11kV overhead and underground
power cables with associated post
and drawings and drawing nr.
LCC300/31/C15/207 to 210,
Appendix M to Particular
Specification (ref.:CLP-11kV) sum ***
Y135.3 132kV underground power cables as
drawing nr. LCC300/31/C15/207 to 210
Appendix M to Particular
Specification (ref.:CLP-132kV) sum ***
Y135.4 CLP Fibre optic cables as drawing
nr.LCC300/31/C15/207 to 210 and
Appendix M to Particular
Specification sum ***
Y135.5 Road signs; as drawing nr.
LCC300/31/C19/701 to 705 (ref.:TD) sum ***
Communication
Y620.1 Telecommunication; telephone ducts
and draw pits as drawing nr.
LCC300/31/C15/206 to 210 (ref.:H) sum ***
Y620.2 Telecommunication; telephone ducts
and draw pits as drawing nr.
LCC300/31/C15/206 to 210 (ref.:T&T) sum ***
Y620.3 Telecommunication; telephone ducts
and draw pits as drawing nr.
LCC300/31/C15/206 to 210 (ref.:HKT) sum ***
Y620.4 Telecommunication; telephone
overhead cable and posts; as drawing nr.
LCC300/31/C15/208 to 209 (ref.:HKT-P) sum ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.7 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.7/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.7 L3.7 : Diversion of Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Lump Sum
Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall
be "sum", with Quantity and
Rate columns entered with
"N/A".
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.7 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.7/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.7 L3.7 : Diversion of Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with CESMM3 Section 7
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.7 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.7/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.7 L3.7 : Diversion of Utilities
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL3.7
: Diversion of Utitlities
Page No. LSL3.7/1 ***
Page No. LSL3.7/2 ***
Page No. LSL3.7/3 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSL3.7 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.7/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.8 L3.8 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Ductile iron sleeve pipe
Nominal bore; 150 mm
I312 in trenches depth not exceeding
1.5 m; irrigation system m *** *** ***
Steel pipes; to BR 1387, medium
grade; galvanised to BS 729;
screwed joints
Nominal bore; 20 mm
I411 not in trenches; vertical
extensions of pipes below ground m *** *** ***
I412.1 in trenches depth not exceeding
1.5 m; irrigation system m *** *** ***
Nominal bore; 50 mm
I412.2 in trenches depth not exceeding
1.5 m; irrigation system m *** *** ***
PIPEWORK - FITTINGS AND VALVES
Steel pipes; to BS 1387, medium grade;
galvanised to BS 729; screwed joints
Bends
J311.1 nominal bore; 20 mm nr *** *** ***
J311.2 nominal bore; 50 mm nr *** *** ***
Junctions and branches
J312 nominal bore; 50 mm nr *** *** ***
Valves and penstocks
Gate valves: hand operated
J811 nominal bore 50 mm nr *** *** ***
Loose jumper stop cocks
J891.1 nominal bore 50 mm nr *** *** ***
Water taps with lockable device
J891.2 nominal bore 20 mm nr *** *** ***
water meters
J891.3 nominal bore 50 mm nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.8 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSL3.8/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.8 L3.8 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Water meter boxes
In situ concrete; 500 x 1200 x
1000 mm high overall on 800 x 1200
x 150 mm thick footing; complete
with 3 mm thick stainless steel
hinged cover with polycarbonate
viewing panel and stainless steel
grilles
K231 depth not exceeding 1.5 m nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.8 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.8/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.8 L3.8 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Lump Sum
Breakdown and for which a separate
charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.8 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.8/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.8 L3.8 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with CESMM3 Section 7
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.8 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.8/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.8 L3.8 : Irrigation
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL3.8
: Irrigation
Page No. LSL3.8/1 ***
Page No. LSL3.8/2 ***
Page No. LSL3.8/3 ***
Page No. LSL3.8/4 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSL3.8 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.8/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.9 L3.9 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Ductile spun iron pipe to BS 4772
Class K9; flanged joints; cement
mortar lining
Nominal bore; 150 mm
I312 in trenches depth not exceeding
1.5 m; incoming water mains m *** *** ***
PIPEWORK - FITTINGS AND VALVES
Ductile spun iron pipe to BS 4772
Class K9; flanged joints; cement
mortar 1ining
Bends
J311.1 nominal bore; 150 mm nr *** *** ***
Bends; with duckfoot
J311.2 nominal bore; 150 mm nr *** *** ***
Double collars
J341 nominal bore; 150 mm nr *** *** ***
Valves and penstocks
Gate valves hand operated
J811 nominal bore 150 mm nr *** *** ***
Fire hydrants; mounted on ground;
as W.S.D. Standard Drawing nr.
4.2A
J891 nominal bore 150 mm nr *** *** ***
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Valve pits
Precast concrete assemblies; chamber
size 300 x 300 mm; with in-situ
concrete surrounds to pipes; as
Drawing nr. LCC300/31/C15/501
K231 depth not exceeding 1.5 m; cast
iron surface box as W.S.D.
Standard Drawing nr. 7.26 nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.9 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.9/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.9 L3.9 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
PIPEWORK - SUPPORTS AND
PROTECTION, ANCILLARIES TO LAYING
AND EXCAVATION
Beds; 100 mm thick
Mass concrete
L341 nominal bore not exceeding 200 mm m *** *** ***
Concrete stools and thrust blocks:
for bends
Volume 0.2-0.5 m3; mass concrete
grade 30/20; as Drawing nr.
LCC300/31/C15/501
L731 nominal bore not exceeding 200 mm nr *** *** ***
Volume 1-2 m3; mass concrete grade
30/20; as Drawing nr.
LCC300/31/C15/501
L751 nominal bore not exceeding 200 mm nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.9 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.9/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.9 L3.9 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Lump Sum
Breakdown and for which a separate
charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.9 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.9/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.9 L3.9 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with CESMM3 Section 7
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.9 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.9/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.9 L3.9 : Fire Hydrants
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL3.9
: Fire Hydrants
Page No. LSL3.9/1 ***
Page No. LSL3.9/2 ***
Page No. LSL3.9/3 ***
Page No. LSL3.9/4 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSL3.9 ***
-------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.9/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.10 L3.10 : Diversion of Existing Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
UTILITIES
Diversion of existing services
Communications; systems of
PCCW-HKT Telephone Limited; as
Drawing LCC300/31/C15/207 to 210
Y162.1 telecommunications sum ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.10 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.10/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.10 L3.10 : Diversion of Existing Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter
hereunder any specific item of
work or obligation or thing which
is necessary for the execution of
the Works, as required by the
Contract, which has been omitted
from or has not been separately
itemised in this Lump Sum
Breakdown and for which a separate
charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.10 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.10/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.10 L3.10 : Diversion of Existing Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in
accordance with CESMM3 Section 7
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.10 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.10/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.10 L3.10 : Diversion of Existing Telephone Utilities
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL3.10
: Diversion of Existing Telephone Utilities
Page No. LSL3.10/1 ***
Page No. LSL3.10/2 ***
Page No. LSL3.10/3 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSL3.10 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL3.10/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.11 L3.11 : Retaining Structure at CH 1490
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F210 Class: 10/20; concrete category C m3 *** *** ***
F240 Class: 40/20; concrete category B m3 *** *** ***
Placing of mass concrete
Blinding; concrete category C
F511 thickness not exceeding 150 mm m3 *** *** ***
Placing of reinforced concrete
Bases, footings, pile caps and
ground slabs; concrete category B
F624 thickness exceeding 500 mm m3 *** *** ***
Retaining walls; concrete category
B
F643 thickness ▇▇▇ - ▇▇▇ ▇▇ ▇▇ *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F2
Sloping
G322 width 0.1-0.2 m m *** *** ***
Vertical
G345 width exceeding 1.22 m m2 *** *** ***
Formwork finish: type F5
Vertical
G344 width 0.4-1.22 m m2 *** *** ***
Concrete components of constant
cross-section
G384.1 intrusions; 20 mm half round drip
grooves m *** *** ***
G384.2 intrusions; 25 x 25 mm chamfers m *** *** ***
Formwork surface features: flute
finish
Vertical
???5 Width exceeding 1.22 m m2 *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.11 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSL3.11/1 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.11 L3.11 : Retaining Structure at CH 1490
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
Reinforcement
Deformed high yield steel bars to
CS2:1995.
G521 nominal size not exceeding 10 mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
G526 nominal size 32 mm t *** *** ***
G528 nominal size 50 mm or greater t *** *** ***
Joints
G650 Approved 240 mm wide external
centre bulb waterstops m *** *** ***
G680 25 mm diameter x 700 mm long
galvanized mild steel dowel bar;
including preformed PVC tight
fitting dowel sleeve; drilled
into reinforced concrete nr *** *** ***
G690 movements joints; consists of 25
mm thick x 500 mm width approved
compressible inorganic joint
filler; including 25 x 25 mm
deep approved light grey
polysulphide joint sealant m *** *** ***
Concrete accessories
Finishing of top surfaces
G813.1 class U2 finishes m2 *** *** ***
G813.2 class U3 finishes m2 *** *** ***
Inserts
G832 other inserts; unplasticized
polyvinyl chloride pipe sleeves
to BS4460 through reinforced
concrete walls; 75 mm diameter x
500 mm long; projecting from two
surfaces of the concrete nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.11 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSL3.11/2 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.11 L3.11 : Retaining Structure at CH 1490
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK
Bridge parapets
N150 Aluminium vehicle parapet Type B;
as HYD Structures Standard Drawing
SSD24 m *** *** ***
ROADS AND PAVINGS
Sub-bases, flexible road bases
and surfacing
Granular material as per General
Specification clause 6.07
R116 depth 200-250 mm m2 *** *** ***
Sub-bases, flexible road bases
and surfacing
Bituminous materials; consisting
of coarse and fine aggregates,
filler, bitumen, and polymer
R232 depth 30-60 mm; wearing course m2 *** *** ***
R233.1 depth 60-100 mm; road base m2 *** *** ***
R233.2 depth 60-100 mm; base course m2 *** *** ***
▇▇▇▇▇, channels and edgings
Precast concrete ▇▇▇▇▇ of Highways
Department types Kl,K2 and K3;
overall cross-section 125 mm wide
x 250 mm high
R611 straight or curved to radius
exceeding 12 m; including cement
and sand (1:3) haunching, and
concrete bed and backing grade
20/20 m *** *** ***
Ancillaries
Surface markings conforming to the
diagrams or references stated in
the item descriptions, which are
taken from the Transport Planning
and Design Manual, Volume 3
Chapter 5 - Road Markings (April
1987); using reflectorised
thermoplastic materials in
accordance with BS 3262
R825 intermittent lines; road traffic
(traffic control) regulations 1989
edition figure nr. RM1103 m *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.11 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSL3.11/3 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.11 L3.11 : Retaining Structure at CH 1490
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
WATERPROOFING
Damp proofing
Waterproof coating; two coats of
bitumen/rubber emulsion
waterproofing membrane
W143 surfaces inclined at an angle
exceeding 60 degrees to the
horizontal m2 *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.11 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSL3.11/4 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.11 L3.11 : Retaining Structure at CH 1490
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Lump Sum Breakdown and for which
a separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate columns
entered with "N/A".
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.11 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSL3.11/5 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.11 L3.11 : Retaining Structure at CH 1490
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL3.11 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSL3.11/6 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L3 : Construction of Access Road (Area C) (EPIW) (Option 1)
Lump Sum Item LSL3.11 L3.11 : Retaining Structure at CH 1490
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL3.11
: Retaining Structure at CH 1490
Page No. LSL3.11/1 ***
Page No. LSL3.11/2 ***
Page No. LSL3.11/3 ***
Page No. LSL3.11/4 ***
Page No. LSL3.11/5 ***
Page No. LSL3.11/6 ***
--------------------------------------------------------------------------------
Total of Lump Sum Item LSL3.11 ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002 LSL3.11/COL/1 Contract ▇▇. ▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇. ▇
▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.1 L4.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
DEMOLITION AND SITE CLEARANCE
General clearance
D100 general clearance for Site ha *** *** ***
IN SITU CONCRETE
Provision of concrete designed mix
F220 Class: 20/20; concrete category B m3 *** *** ***
Placing of mass concrete
Bases, footings, pile caps and
ground slabs; concrete category B
F522 thickness 150-300 mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish : type F2
Vertical
G343 width 0.2-0.4 m m2 *** *** ***
MISCELLANEOUS METALWORK
Mild steel solid to BS 4360 : grade 43
hot dip galvanized after fabrication
to BS 729
Railings; Type 2; comprising 40 x 15
mm flat top and bottom rails, 16 mm
diameter rod or 15 x 15 mm bar
balusters at 115 mm centres, and 40 x
40 mm bar standards at 1500 mm
centres; including bolts and all
necessary accessories
N140 exposed height 1000 mm m *** *** ***
ROADS AND PAVINGS
Sub-bases, flexible road bases and
surfacing
Granular material as per General
Specification clause 6.07
R114 depth 100 - 150 mm m2 *** *** ***
R115 depth ▇▇▇ - ▇▇▇ ▇▇ ▇▇ *** *** ***
R116 depth ▇▇▇ - ▇▇▇ ▇▇ ▇▇ *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.1 L4.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ROADS AND PAVINGS
Sub-bases, flexible road bases
and surfacing
Bituminous materials; consisting
of coarse and fine aggregates,
filler, bitumen, and polymer
R232 depth 30 - 60 mm; wearing course m2 *** *** ***
R233.1 depth 60 - 100 mm; road base m2 *** *** ***
R233.2 depth 60 - 100 mm; base course m2 *** *** ***
R234 depth 100 - 150 mm; road base m2 *** *** ***
▇▇▇▇▇, channels and edgings
nominal size 20 mm Department
types K1, K2 and K3; overall
cross-section 125 mm wide x 250 mm
high
R611 straight or curved to radius
exceeding 12 m; including
cement and sand (1:3)
haunching, and concrete bed and
backing grade 20/20 m *** *** ***
R612 curved to radius not
exceeding 12 m; including
cement and sand (1:3)
haunching, and concrete bed and
backing grade 20/20 m *** *** ***
Precast concrete drop ▇▇▇▇▇ of
Highways Department types K5, K6,
K7, K8 and K9; overall
cross-section 125 mm wide x 200 mm
average high
R621 straight or curved to radius
exceeding 12 m; including
cement and sand (1:3)
haunching, and concrete bed and
backing grade 20/20 m *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.1 L4.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ROAD AND PAVINGS
Ancillaries
Traffic signs conforming to the diagrams
or references stated in the item
descriptions, which are taken from the
Transport Planning and Design Manual,
Volume 3 Chapter 2 (Regulatory Warning
and Informatory Signs); sign plates
using class 1 reflective material to BS
873 Part 6
R811.1 non-illuminated; road traffic
(traffic control) regulations 1989
edition figure nr.
TS102(6) nr *** *** ***
R811.2 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. TS109 nr *** *** ***
R811.3 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. TS182(6) nr *** *** ***
R811.4 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. TS407 nr *** *** ***
R811.5 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. TS410 nr *** *** ***
R811.6 non-illuminated; road traffic
(traffic control) regulations 1989
edition figure nr.
TS411(9) nr *** *** ***
R811.7 non-illuminated; road traffic
(traffic control) regulations
1989 edition figure nr. TS518 nr *** *** ***
R811.8 non-illuminated; road traffic
(traffic control) regulations 1989
edition figure nr.
TS604(7) nr *** *** ***
R811.9 non-illuminated; road traffic
(traffic control) regulations 1989
edition figure nr.
TS737(4) nr *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.1 L4.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ROADS AND PAVINGS
Ancillaries (Cont'd)
Surface markings conforming to the
diagrams or references stated in
the item descriptions, which are
taken from the Transport Planning
and Design Manual, Volume 3
Chapter 5 - Road Markings (April
1987); using reflectorised
thermoplastic materials in
accordance with BS 3262
R823.1 letters and shapes; road
traffic (traffic control)
regulations 1989 edition figure
nr. RM1115 nr *** *** ***
R823.2 SLOW in English letters and
Chinese characters; road traffic
(traffic control) regulations 1989
edition figure nr. RM1141 nr *** *** ***
R824 continuous lines; road traffic
(traffic control) regulations
1989 edition figure nr. RM1001 m *** *** ***
R825.1 intermittent lines; road
traffic (traffic control)
regulations 1989 edition figure
nr. RM1013 m *** *** ***
R825.2 intermittent lines; road
traffic (traffic control)
regulations 1989 edition figure
nr. RM1104 m *** *** ***
R825.3 intermittent lines; road
traffic (traffic control)
regulations 1989 edition figure
nr. RM1106 m *** *** ***
PAINTING
Polyurethane paint: first coat of
2 pack epoxy zinc phosphate 70
microns (KP1A), second coat of 2
pack high build epoxy MT0 100
microns (KU1D) and finishing coat
of 2 pack high build polyurethane
50 microns (KU2B)
V770 Metal sections m2 *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.1 L4.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
MISCELLANEOUS WORK
Safety fences
Untensioned corrugated beam
barriers; hot-dip galvanized to BS
729; fixed to and including
hot-dip galvanized steel Grade 43A
posts with and including 310 x 310
x 950 mm deep concrete grade 20/20
footings at 2000 mm centres
X181 exposed overall height 0.757 m m *** *** ***
---------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.1/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.1 L4.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.1/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.1 L4.1 : Roadworks
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.1/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.1 L4.1 : Roadworks
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL4.1
: Roadworks
Page No. LSL4.1/1 ***
Page No. LSL4.1/2 ***
Page No. LSL4.1/3 ***
page No. LSL4.1/4 ***
Page No. LSL4.1/5 ***
Page No. LSL4.1/6 ***
Page No. LSL4.1/7 ***
------------------------------------------------------------------------------
Total of Lump Sum Item LSL4.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.2 L4.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Concrete pipes; Class L;
unreinforced to BS 5911:Part 100;
flexible spigot and socket joints;
lined with polyvinyl chloride (PVC)
or high density polyethylene (HDPE);
as Specification clause 6.3.01
Nominal bore; 225 mm
I222.1 in trenches depth not exceeding 1.5
m; gully connections m *** *** ***
I222.2 in trenches depth not exceeding 1.5
m; between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I223.1 in trenches depth 1.5-2 m; gully
connections m *** *** ***
I223.2 in trenches depth 1.5-2 m; between
manholes and/or other drainage
▇▇▇▇▇▇▇▇ m *** *** ***
Concrete pipes; Class M;
unreinforced to BS 5911:Part 100;
flexible spigot and socket lined
with polyvinyl chloride (PVC) or high
density polyethylene (HDPE); as
Specification clause 6.3.01
Nominal bore; 300 mm
I222.3 in trenches depth not exceeding 1.5
m; between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
I223.3 in trenches depth 1.5-2 m; between
manholes and/or other drainage
▇▇▇▇▇▇▇▇ m *** *** ***
Nominal bore; 375 mm
I234 in trenches depth 2-2.5 m;
between manholes and/or other
drainage ▇▇▇▇▇▇▇▇ m *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.2/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.2 L4.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
PIPEWORK - PIPES
PIPEWORK - FITTINGS AND VALVES
Concrete pipes; Class L; unreinforced
to BS 5911: Part 100; flexible spigot
and socket joints; lined with polyvinyl
chloride (PVC) or high density
polyethylene (HDPE); as
Specification Clause 6.3.01
Junctions and branches; including
forming perforations, trimming and
haunching with concrete bandage
J221 nominal bore; 225 mm nr *** *** ***
Straight specials; rocker pipes
J281 nominal bore; 225 mm nr *** *** ***
Concrete pipes; Class M;
unreinforced to BS 5911:Part 100;
flexible spigot and socket joints;
with polyvinyl chloride (PVC) or
high density polyethylene (HDPE); as
Specification clause 6.3.01
Junctions and branches; including
forming perforations, trimming and
haunching with concrete bandage
J222 nominal bore; 300 mm nr *** *** ***
J223 nominal bore; 375 mm nr *** *** ***
Straight specials; rocker pipes
J282 nominal bore; 300 mm nr *** *** ***
J283 nominal bore; 375 mm nr *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.2 L4.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Manholes (Cont'd)
In situ concrete; type D; chamber
size 750 x 750 mm; as D.S.D.
Standard Drawing nr. DS 1004
K131.2 depth not exceeding 1.5 m; heavy
duty cast iron cover as D.S.D.
Standard Drawing nr. DS 1033 nr *** *** ***
K132.2 depth 1.5-2 m; heavy duty cast iron
cover as D.S.D. Standard Drawing nr.
DS 1033 nr *** *** ***
K133.1 depth 2-2.5 m; heavy duty cast iron
cover as D.S.D. Standard Drawing nr.
DS 1033 nr *** *** ***
In situ concrete; type E; chamber
size 975 x 1350 mm; as D.S.D.
Standard Drawing nr. DS 1005
K131.3 depth not exceeding 1.5 m; heavy
duty cast iron cover as D.S.D.
Standard Drawing nr. DS 1033 nr *** *** ***
In situ concrete; type E; chamber
size 1050 x 1350 mm; as D.S.D.
Standard Drawing nr. DS 1005
K132.3 depth 1.5-2 m; heavy duty cast iron
cover as D.S.D. Standard Drawing nr.
DS 1033 nr *** *** ***
In situ concrete; type E; chamber
size 1125 x 1350 mm; as D.S.D.
Standard Drawing nr. DS 1005
K132.4 depth 1.5-2 m; heavy duty cast iron
cover as D.S.D. Standard Drawing nr.
DS 1033 nr *** *** ***
K133.2 depth 2-2.5 m; heavy duty cast
iron cover as D.S.D. Standard Drawing
nr. DS 1033 nr *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.2/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.2 L4.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
PIPEWORK- MANHOLES AND PIPEWORK
ANCILLARIES
Gullies
K330.1 In situ concrete untrapped;
removable cast iron grating and
frame; as HyD Standard Drawing nr.
H3109, H3117 and H3118; 225 mm outlet
diameter nr *** *** ***
K330.2 In situ concrete untrapped;
removable cast iron grating, frame
and overflow ▇▇▇▇; as HyD Standard
Drawing nr. H3109, H3117, H3118 and
H3123; 225 mm outlet diameter nr *** *** ***
French drains, rubble drains,
ditches and trenches
Rectangular section ditches lined;
concrete grade 20/20; 150 mm thick
to bottom and both sides with
U-shaped invert; as Drawing nr.
LCC300/31/C35/101
K451 cross-sectional area not exceeding
0.25 m2; waterway 300 mm wide m *** *** ***
K452.1 cross-sectional area 0.25-0.5 m2;
waterway 300 mm wide m *** *** ***
K452.2 cross-sectional area 0.25-0.5 m2;
waterway 375 mm wide m *** *** ***
Other pipework ancillaries
Connections to existing live
nullahs; including forming and
trimming perforations in existing
structure, building in and haunching
around pipes, sealing up and making
good upon completion of work; as
Drawing nr. LCC300/31/C35/120
K863 pipe bore 300-600 mm nr *** *** ***
PIPEWORK - SUPPORTS AND PROTECTION,
ANCILLARIES TO LAYING AND EXCAVATION
Beds; Class B; 100 mm thick
Imported granular material; type A
??32 nominal bore 200-300 mm; as D.S.D.
Standard Drawing nr. DS 1048 m *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.2/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.2 L4.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
PIPEWORK - SUPPORTS AND PROTECTION,
ANCILLARIES TO LAYING AND EXCAVATION
Beds; Class B (Cont'd)
Imported granular material; type A
(Cont'd)
L333 nominal bore 300-600 mm; as D.S.D.
Standard Drawing nr. DS 1048 m *** *** ***
Surrounds
Mass concrete; grade 20/40
L542 nominal bore 200-300 mm; bed depth
150 mm; as HyD Standard Drawing nr.
H3130 m *** *** ***
MISCELLANEOUS METALWORK
Other miscellaneous metalwork
N990.1 Ditch fittings; hinged grating and
frame; cast iron; grating in 500 mm
(maximum) unit length x 25 mm thick;
as Drawing nr. LCC300/31/C35/101;
for waterway 300 mm wide m *** *** ***
N990.2 Ditch fittings; hinged grating and
frame; cast iron; grating in 500 mm
(maximum) unit length x 25 mm thick;
as Drawing nr. LCC300/31/C35/101;
for waterway 375 mm wide m *** *** ***
N990.3 Ditch fittings; trapping grille for
U-shaped waterway; mild steel; 16 mm
diameter top rail and 12 mm diameter
vertical grille bars at 75 mm
centres; as Drawing nr.
LCC300/31/C35/101; exposed size 300
x 200 mm high (overall)
(approximate) nr *** *** ***
N990.4 Ditch fittings; trapping grille for
U-shaped waterway; mild steel; 16 mm
diameter top rail and 12 mm diameter
vertical grille bars at 75 mm
centres; as Drawing nr.
LCC300/31/C35/101; exposed size 375 x
200 mm high (overall) (approximate) nr *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.2/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.2 L4.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.2/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.2 L4.2 : Underground Drainage
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.2/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.2 L4.2 : Underground Drainage
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL4.2
: Underground Drainage
Page No. LSL4.2/1 ***
Page No. LSL4.2/2 ***
Page No. LSL4.2/3 ***
page No. LSL4.2/4 ***
Page No. LSL4.2/5 ***
Page No. LSL4.2/6 ***
Page No. LSL4.2/7 ***
------------------------------------------------------------------------------
Total of Lump Sum Item LSML4.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.3 L4.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
EARTHWORKS
Filling ancillaries
E790 Geosynthetic reinforcement; surface
erosion control geotextiles; tensile
strength of 200kN/m (minimum) m2 *** *** ***
Landscaping
E820.1 Hydroseeding; including all species
during summer at 25g/m2 and winter
at 30g/m2 m2 *** *** ***
E820.2 Hydroseeding; including all species
during summer at 25g/m2 and winter
at 30g/m2; inclined at an angle
exceeding 10 degrees to the horizontal m2 *** *** ***
E850.1 Shrubs; Ardisia crenata; size 600 x
500 mm; pot-grown nr *** *** ***
E850.2 Shrubs; Hibiscus ▇▇▇▇ sinensis; size
600 x 500 mm; pot-grown nr *** *** ***
E850.3 Shrubs; Hymenocallis americana; size
500 x 500 mm; pot-grown nr *** *** ***
E850.4 Shrubs; Ligustrum sinense; size 600
x 500 mm; pot-grown nr *** *** ***
E850.5 Shrubs; Melastoma candida; size 600
x 500 mm; pot-grown nr *** *** ***
E850.6 Shrubs; Melastoma sanquineum; size
600 x 500 mm; pot-grown nr *** *** ***
E850.7 Shrubs; Rhus chinensis; size 600 x
500 mm; pot-grown nr *** *** ***
E850.8 Shrubs; Schefflera arboricola; size
800 x 600 mm; pot-grown nr *** *** ***
E860 Trees; Cinnamomum camphora; heavy
standard size; root balled nr *** *** ***
MISCELLANEOUS METALWORK
Galvanized mild steel
Miscellaneous framing
N161 angle iron stakes; 50 x 50 x 3 mm;
including approved ties and spacers m *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSL4.3/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.3 L4.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
ROADS AND PAVINGS
Sub-bases, flexible road bases and
surfacing
Granular material as per General
Specification clause 6.07
R113 depth 60-100 mm m2 *** *** ***
Concrete pavements
Other in situ concrete slabs; grade
30/20
R433 depth 60-100 mm m2 *** *** ***
R480 Waterproof membranes below concrete
pavements; impermeable polythene
sheeting 0.125 mm nominal thickness m2 *** *** ***
▇▇▇▇▇, channels and edgings
Precast concrete edging ▇▇▇▇▇ of
Highways Dept. types ▇▇, ▇▇ and E3;
50 x 150 mm high
??31 straight or curved to radius
exceeding 12 m; including cement and
sand (1:3) bedding, and concrete bed
and haunch grade 20/20 m *** *** ***
PAINTING
Epoxy paint; first coat of 2 pack
epoxy zinc phosphate 70 microns
(KP1A), second coat of 2 pack high
build epoxy MIO 100 microns (KU1D)
and finishing coat of 2 pack high
build polyurethane 50 microns (KU2B)
V770 Metal sections m2 *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.3/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.3 L4.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.3 L4.3 : Hard and Soft Landscaping
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.3/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.3 L4.3 : Hard and Soft Landscaping
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL4.3
: Hard and Soft Landscaping
Page No. LSL4.3/1 ***
Page No. LSL4.3/2 ***
Page No. LSL4.3/3 ***
Page No. LSL4.3/4 ***
------------------------------------------------------------------------------
Total of Lump Sum Item LSL4.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.3/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.4 L4.4 : Ha Wan Channel Culvert Extension
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
DEMOLITION AND SITE CLEARANCE
Other structures
Reinforced concrete; culvert head
walls and slabs
D521 volume not exceeding 50 m3 sum *** *** ***
Metal; railings
D549.1 exposed height 1 m m *** *** ***
Metal; security grille
D549.2 exposed height 2.55 m m *** *** ***
IN SITU CONCRETE
Provision of concrete designed mix
F220.1 Class: 20/20; concrete category B m3 *** *** ***
F220.2 Class: 20/20; concrete category C m3 *** *** ***
F240 Class: 40/20; concrete category B m3 *** *** ***
Placing of mass concrete
Blinding; concrete category C
F511 thickness not exceeding 150 mm m3 *** *** ***
Bases, footings, pile caps and ground
slabs; concrete category B
F522 thickness 150-300 mm m3 *** *** ***
Placing of reinforced concrete
F680.1 Other concrete forms; double cell
box culvert internal dimensions
3.625 m average wide x 2 m high and
3.925 m average wide x 2 m high;
wall thickness 400 mm and 300 mm;
slab thickness 550 mm; concrete
category B m3 *** *** ***
F680.2 Other concrete forms; channels; slab
and wall thickness 400 mm; concrete
category B m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F1
Vertical
G343.1 width 0.2-0.4 m m2 *** *** ***
G344 width 0.4-1.22 m m2 *** *** ***
G345.1 width exceeding 1.22 m m2 *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.4/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.4 L4.4 : Ha Wan Channel Culvert Extension
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish; type F2
Vertical
G343.2 width 0.2-0.4 m m2 *** *** ***
Formwork finish; type F4
Horizontal
G315 width exceeding 1.22 m m2 *** *** ***
Sloping
G324 width 0.4-1.22 m m2 *** *** ***
Vertical
G345.2 width exceeding 1.22 m m2 *** *** ***
Reinforcement
Deformed high yield steel bars to
CS2 1995
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
G526 nominal size 32 mm t *** *** ***
G527 nominal size 40 mm t *** *** ***
Construction joints
Open surface with filler; 25 mm
thick approved compressible
inorganic joint filler
G621.1 average width not exceeding 0.5 m m2 *** *** ***
G622.1 average width 0.5-1 m m2 *** *** ***
Plastic or rubber waterstops
G654 200-300 mm wide; including centre
bulb m *** *** ***
Sealed rebates or grooves
G670.1 approved light grey polysulphide
sealant 25 x 25 mm; with and
including primer and self-adhesive
bond breaking tape m *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.4/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.4 L4.4 : Ha Wan Channel Culvert Extension
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Construction joints (Cont'd)
Dowels; 25 mm diameter galvanized
mild steel bars
G682.1 sleeved; 650 mm long; cast into one
side of joint, other side with and
including cast in preformed PVC
tight fitting sleeve and
compressible end filler nr *** *** ***
Movement joints
Open surface with filler; 25 mm
thick approved compressible joint
filler
G621.2 average width not exceeding 0.5 m m2 *** *** ***
G622.2 average width 0.5-1 m m2 *** *** ***
Sealed rebates or grooves
G670.2 approved light grey polysulphide
sealant 25 x 25 mm; on and including
polyethylene tape bond breaker m *** *** ***
Dowels; 25 mm diameter galvanized
mild steel bars
G682.2 sleeved; 700 mm long; cast into one
side of joint, other side with and
including cast in preformed PVC
tight fitting sleeve nr *** *** ***
Concrete accessories
Finishing of formed surfaces
G823 scabbled finish m2 *** *** ***
Inserts
G832.1 other inserts; unplasticized
polyvinyl chloride pipe sleeves
through reinforced walls; 75 mm
diameter x 500 mm long; projecting
from two surfaces of the concrete;
weep holes nr *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.4/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.4 L4.4 : Ha Wan Channel Culvert Extension
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Concrete accessories (Cont'd)
Inserts (Cont'd)
G832.2 other inserts; fix and cast in only
20 mm diameter set bolts through
reinforced ground slabs; projecting
from one surface of the concrete nr *** *** ***
G832.3 other inserts; fix and cast in only
4 nr. 20 mm diameter set bolts
through reinforced ground slabs;
projecting from one surface of the
concrete nr *** *** ***
Grouting under base plates
G842 area 0.1-0.5 m2; 40 mm thick
concrete grout; grade 30/20D nr *** *** ***
STRUCTURAL METALWORK
Fabrication of members for security
grille; weldable structural steel
Grade 43A to BS 4360
Columns; 203 x 203 mm x 46.1 kg/m
universal beams
M311.1 straight on plan t *** *** ***
Columns; 305 x 165 mm x 40.3 kg/m
universal beams
M311.2 straight on plan t *** *** ***
Beams; 203 x 203 mm x 46.1 kg/m
universal columns
M321.1 straight on plan t *** *** ***
Beams; 254 x 127 mm x 45 kg/m
structural tees
M321.2 straight on plan t *** *** ***
Beams; 102 x 51 mm channels
M321.3 straight on plan t *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.4/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.4 L4.4 : Ha Wan Channel Culvert Extension
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of members for security
grille; weldable structural steel
Grade 43A to BS 4360(Cont'd)
Beams; 305 x 102 mm channels
M321.4 straight on plan t *** *** ***
Beams; 50 x 50 x 6 mm thick angles
M321.5 straight on plan t *** *** ***
Floor joists; 20 x 50 mm flats
M361.1 straight on plan t *** *** ***
Vertical rails; 20 x 50 mm flats
M361.2 straight on plan t *** *** ***
M380 Anchorages and holding down bolt
assembles; comprising 4 nr. 20 mm
diameter Grade 8.8 set bolts and
300 x 600 x 25 mm thick base plate nr *** *** ***
Erection of members for security
grille; weldable structural steel
Grade 43A to BS 4360
M620 Permanent erection t *** *** ***
Site bolts; Grade 8.8
M642 diameter 16-20 mm nr *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.4/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.4 L4.4 : Ha Wan Channel Culvert Extension
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK
Mild steel to BS 4360; Grade 43; hot
dip galvanized after fabrication to
BS 729
N130 Approved inclined step ladders to
security grille; m *** *** ***
Railings; Type 2; comprising 40 x 15
mm flat top and bottom rails, 16 mm
diameter rod or 15 x 15 mm bar
balusters at 115 mm centres, and 40
x 40 mm bar standards at 1500 mm
centres; including bolts and all
necessary accessories
N140 exposed height 1000 mm m *** *** ***
N180 Expanded walkway panel or other
equal and approved open grid
flooring to security grille m2 *** *** ***
N190.1 Rails; 50 mm diameter x 800 mm girth
tubes nr *** *** ***
N190.2 Step irons; 20 mm diameter x 800 mm
girth rods nr *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.4/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.4 L4.4 : Ha Wan Channel Culvert Extension
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
PAINTING
Nitoprime zinc rich paint; in one
coat
Reinforcement bars; surface cleaned
to bright metal
V115 Isolated surfaces of width or girth
not exceeding 500 mm m2 *** *** ***
System E painting system; comprising
Rustoleum or other rust inhibitor
paint, zinc phosphate primer, two
undercoats of micaceous iron oxide
paint, and one finishing coat of oil
based paint or micaceous iron oxide
paint; as Standard Specification
Section 30 clause 30.9.01
V370 Metal sections m2 *** *** ***
Polyurethane paint; first coat of 2
pack epoxy zinc phosphate 70
microns (KP1A), second coat of 2 pack
high build epoxy MIO 100 microns
(KU1D) and finishing coat of 2 pack
high build polyurethane 50 microns
(KU2B)
V770 Metal sections m2 *** *** ***
SPECIALIST ARCHITECTURAL METALWORK
AH100 Galvanized mild steel hinged doors
with lockable mechanism to security
grille; 800 x 800 mm; welded with 20
x 50 mm steel flats at 170 mm
centres nr *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.4/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.4 L4.4 : Ha Wan Channel Culvert Extension
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.4/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.4 L4.4 : Ha Wan Channel Culvert Extension
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.4/9 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.4 L4.4 : Ha Wan Channel Culvert Extension
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL4.4
: Ha Wan Channel Culvert Extension
Page No. LSL4.4/1 ***
Page No. LSL4.4/2 ***
Page No. LSL4.4/3 ***
Page No. LSL4.4/4 ***
Page No. LSL4.4/5 ***
Page No. LSL4.4/6 ***
Page No. LSL4.4/7 ***
Page No. LSL4.4/8 ***
Page No. LSL4.4/9 ***
------------------------------------------------------------------------------
Total of Lump Sum Item LSL4.4 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.4/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.5 L4.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F220 Class: 20/20; concrete category B m3 *** *** ***
Placing of mass concrete
Bases, footings, pile caps and
ground slabs; concrete category B
F522 thickness exceeding 150-300 mm m3 *** *** ***
Columns; concrete category B
F552 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇.▇▇-▇.▇ ▇▇ ▇▇ *** *** ***
CONCRETE ANCILLARIES
Formwork finish: type F1
Vertical
G341.1 width not exceeding 0.l m m *** *** ***
G343 width 0.2-0.4 m m2 *** *** ***
Curved cylindrical to one radius in
one plane; radius 1 m
G353.1 width 0.2-0.4 m m2 *** *** ***
Formwork finish: type F2
Vertical
G341.2 width not exceeding 0.l m m *** *** ***
Curved cylindrical to one radius in
one plane; radius 1 m
G353.2 width 0.2-0.4 m m2 *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.O : 26 April 2002 LSL4.5/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.5 L4.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Drawpits
In situ concrete; for road lighting;
type P1; as Drawing nr. PL2-91
K231.1 depth not exceeding 1.5 m nr *** *** ***
In situ concrete; for road lighting;
type P2; as Drawing nr. PL2-91
K231.2 depth not exceeding 1.5 m nr *** *** ***
In situ concrete; for road lighting;
as Drawing nr. DP/G/95-118 to 120
K231.3 depth not exceeding 1.5 m nr *** *** ***
Bases for public lighting controller
In situ concrete; for road lighting;
including 4 nr. 16 mm diameter
cast-in Rawlbolts as Drawing nr.
LCC300/31/C19/201
K231.4 depth not exceeding 1.5 m nr *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.O : 26 April 2002 LSL4.5/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.5 L4.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Ducts; unplasticized polyvinyl
chloride to BS 3506:1969 Class B:
solvent welded joints to BS 4346
Part.1: with draw wire
Cable ducts 1 way; nominal bore 100
mm
K512.1 in trenches depth not exceeding 1.5
m; for road lighting m *** *** ***
K512.2 in trenches depth not exceeding 1.5
m; for road lighting; in shared
trench laid with second duct m *** *** ***
Ducts; steel pipes; to BS 1387,
medium grade; galvanized to BS 729;
screwed joints; with draw wire
Cable ducts 1 way; nominal bore 150
mm
K512.3 in trenches depth not exceeding 1.5
m; for road lighting; in shared
trench laid with second duct m *** *** ***
MISCELLANEOUS METALWORK
Stainless steel
Cladding panels 3 mm thick
N110 isolated columns; curved m2 *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.5/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.5 L4.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.5/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.5 L4.5 : BWIC with Services
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.5/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.5 L4.5 : BWIC with Services
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL4. 5
: BWIC with Services
Page No. LSL4.5/1 ***
Page No. LSL4.5/2 ***
Page No. LSL4.5/3 ***
Page No. LSL4.5/4 ***
Page No. LSL4.5/5 ***
------------------------------------------------------------------------------
Total of Lump Sum Item LSL4.5 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.5/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.6 L4.6 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Ductile iron sleeve pipe
Nominal bore; 150 mm
I312 in trenches depth not exceeding 1.5
m; irrigation system m *** *** ***
Steel pipes; to BS 1387, medium
grade; galvanised to BS 729; screwed-
joints
Nominal bore; 20 mm
I411 not in trenches; vertical extensions
of pipes below ground m *** *** ***
I412.1 in trenches depth not exceeding 1.5
m; irrigation system m *** *** ***
Nominal bore; 50 mm
I412.2 in trenches depth not exceeding 1.5
m; irrigation system m *** *** ***
PIPEWORK - FITTINGS AND VALVES
Steel pipes; to BS 1387, medium
grade; galvanised to BS 729; screwed
joints
Bends
J311.1 nominal bore; 20 mm nr *** *** ***
J311.2 nominal bore; 50 mm nr *** *** ***
Junctions and branches
J312 nominal bore; 50 mm nr *** *** ***
Valves and penstocks
Gate valves: hand operated
J811 nominal bore 50 mm nr *** *** ***
Loose jumper stop cocks
J891.1 nominal bore 50 mm nr *** *** ***
Watertaps with lockable device
J891.2 nominal bore 20 mm nr *** *** ***
Water meters
J891.3 nominal bore 50 mm nr *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSL4.6/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.6 L4.6 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Water meter boxes
In situ concrete; 500 x 1200 x 1000
mm high overall on 800 x 1200 x 150
mm thick footing; complete with 3 mm
thick stainless steel hinged cover
with polycarbonate viewing panel and
stainless steel grilles
K231 depth not exceeding 1.5 m nr *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.6/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.6 L4.6 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.6/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.6 L4.6 : Irrigation
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.6 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.6/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.6 L4.6 : Irrigation
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL4.6; Irrigation
Page No. LSL4.6/1 ***
Page No. LSL4.6/2 ***
Page No. LSL4.6/3 ***
Page No. LSL4.6/4 ***
------------------------------------------------------------------------------
Total of Lump Sum Item LSL4.6 ***
----------
Rev.0 : 26 April 2002 LSL4.6/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.7 L4.7 : Diversion of Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
UTILITIES
Diversion of existing services
Drainage
Y129 Monitoring pits; as drawing nr.
LCC300/31/C15/201 to 204 (ref.:DSD) sum ***
Electric
Y135.1 LV overhead and underground power
cables with associated posts and
drawpits; as drawing nr.
LCC300/31/C15/207 to 210, Appendix M
to Particular Specification
(ref.:CLP-LV) sum ***
Y135.2 11kV overhead and underground power
cables with associated post and
drawings and drawing nr.
LCC300/31/C15/207 to 210, Appendix M
to Particular Specification
(ref.:CLP-11kV) sum ***
Y135.3 132kV underground power cables as
drawing nr. LCC300/31/C15/207 to 210
Appendix M to Particular
Specification (ref.:CLP-132kV) sum ***
Y135.4 CLP Fibre optic cables as drawing
nr.LCC300/31/C15/207 to 210 and
Appendix M to Particular
Specification sum ***
Y135.5 Road signs; as drawing nr.
LCC300/31/C19/701 to 705 (ref.:TD) sum ***
Communication
Y620.1 Telecommunication; telephone ducts
and draw pits as drawing nr.
LCC300/31/C15/206 to 210 (ref.:H) sum ***
Y620.2 Telecommunication; telephone ducts
and draw pits as drawing nr.
LCC300/31/C15/206 to 210 (ref.:T&T) sum ***
Y620.3 Telecommunication; telephone ducts
and draw pits as drawing nr.
LCC300/31/C15/206 to 210 (ref.:HKT) sum ***
Y620.4 Telecommunication; telephone
overhead cable and posts; as drawing
nr. LCC300/31/C15/208 to 209
(ref.:HKT-P) sum ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.7/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.7 L4.7 : Diversion of Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.7/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.7 L4.7 : Diversion of Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.7/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.7 L4.7 : Diversion of Utilities
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL4.7; Diversion of Utilities
Page No. LSL4.7/1 ***
Page No. LSL4.7/2 ***
Page No. LSL4.7/3 ***
------------------------------------------------------------------------------
Total of Lump Sum Item LSL4.7 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.7/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.8 L4.8 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
PIPEWORK - PIPES
Ductile spun iron pipe to BS 4772
Class K9; flanged joints; cement
mortar lining
Nominal bore; 150 mm
I312 in trenches depth not exceeding 1.5
m; incoming water mains m *** *** ***
PIPEWORK - FITTINGS AND VALVES
Ductile spun iron pipe to BS 4772
Class K9; flanged joints; cement
mortar 1ining
Bends
J311.1 nominal bore; 150 mm nr *** *** ***
Bends; with duckfoot
J311.2 nominal bore; 150 mm nr *** *** ***
Double collars
J341 nominal bore; 150 mm nr *** *** ***
Valves and penstocks
Gate valves hand operated
J811 nominal bore 150 mm nr *** *** ***
Fire hydrants; mounted on ground; as
W.S.D. Standard Drawing nr. 4.2A
J891 nominal bore 150 mm nr *** *** ***
PIPEWORK - MANHOLES AND PIPEWORK
ANCILLARIES
Valve pits
Precast concrete assemblies; chamber
size 300 x 300 mm; with in-situ
concrete surrounds to pipes; as
Drawing nr. LCC300/31/C15/501
K231 depth not exceeding 1.5 m; cast
iron surface box as W.S.D. Standard
Drawing nr. 7.26 nr *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.8/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.8 L4.8 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
PIPEWORK - SUPPORTS AND PROTECTION,
ANCILLARIES TO LAYING AND EXCAVATION
Beds; 100 mm thick
Mass concrete
L341 nominal bore not exceeding 200 mm m *** *** ***
Concrete stools and thrust blocks;
for bends
Volume 0.2-0.5 m3; mass concrete
grade 30/20; as Drawing nr.
LCC300/31/C15/501
L731 nominal bore not exceeding 200 mm nr *** *** ***
Volume 1-2 m3; mass concrete grade
30/20; as Drawing nr.
LCC300/31/C15/501
L751 nominal bore not exceeding 200 mm nr *** *** ***
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.8/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.8 L4.8 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.8/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.8 L4.8 : Fire Hydrants
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder
in detail any method related charges
items in accordance with CESMM3
Section 7
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.8/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.8 L4.8: Fire Hydrants
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL4.8
: Fire Hydrants
Page No. LSL4.8/1 ***
Page No. LSL4.8/2 ***
Page No. LSL4.8/3 ***
Page No. LSL4.8/4 ***
------------------------------------------------------------------------------
Total of Lump Sum Item LSL4.8 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.8/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.9 L4.9 : Diversion of Existing Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
UTILITIES
Diversion of existing services
Communications; systems of PCCW-HKT
Telephone Limited; as Drawing
LCC300/31/C15/207 to 210
Y162.1 telecommunications sum
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.9 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.9/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.9 L4.9 : Diversion of Existing Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder
any specific item of work or
obligation or thing which is
necessary for the execution of the
Works, as required by the Contract,
which has been omitted from or has
not been separately itemised in this
Lump Sum Breakdown and for which a
separate charge is required.
The unit of measurement for any
Contractor's Other Charge shall be
"sum", with Quantity and Rate
columns entered with "N/A".
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.9 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.9/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.9 L4.9 : Diversion of Existing Telephone Utilities
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter
hereunder in detail any method
related charges items in accordance
with CESMM3 Section 7
---------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL4.9 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.9/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L4 : Widening of Boundary Patrol Road (Area D) (EPIW)
(Option 1)
Lump Sum Item LSL4.9 L4.9 : Diversion of Existing Telephone Utilities
ITEM DESCRIPTION AMOUNT HK$
------------------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL4.9
: Diversion of Existing Telephone Utilities
Page No. LSL4.9/1 ***
Page No. LSL4.9/2 ***
Page No. LSL4.9/3 ***
------------------------------------------------------------------------------
Total of Lump Sum Item LSL4.9 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL4.9/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.1 L5.1 : Substructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F220 Class: 20/20; concrete category C m3 *** *** ***
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of mass concrete
Class: 20/20; concrete category B
F511 thickness not exceeding 150 mm m3 *** *** ***
Placing of reinforced concrete
Bases, footings, pile caps and
ground slabs; concrete category B
F622 thickness 150-300 mm m3 *** *** ***
F624 thickness exceeding 500 mm m3 *** *** ***
Walls; concrete category B
F641 thickness ▇▇▇ - ▇▇▇ ▇▇ ▇▇ *** *** ***
Tie beams; concrete category B
??65 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇▇▇▇
▇ ▇▇ ▇▇ *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F1
Vertical
G345 width exceeding 1.22 m m2 *** *** ***
Formwork finish; type F5
Vertical
G344 width 0.4-1.22 m m2 *** *** ***
Reinforcement
Deformed high yield steel bars to
BS 4449
G521 nominal size not exceeding 10
mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL5.1/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.1 L5.1 : Substructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Reinforcement (Cont'd)
Deformed high yield steel bars to
BS 4449(Cont'd)
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
G526 nominal size 32 mm t *** *** ***
G527 nominal size 40 mm t *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL5.1/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.1 L5.1 : Substructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Lump Sum Breakdown and for which
a separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL5.1/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.1 L5.1 : Substructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL5.1 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL5.1/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.1 L5.1 : Substructure
ITEM DESCRIPTION AMOUNT HK$
-------------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL5.1
: Substructure
Page No. LSL5.1/1 ***
Page No. LSL5.1/2 ***
Page No. LSL5.1/3 ***
Page No. LSL5.1/4 ***
--------------------------------------------------------------------
Total of Lump Sum Item LSL5.1 ***
-----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL5.1/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.2 L5.2 : Superstructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F250 Class: 45/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Suspended slabs; concrete category
B
F632 thickness 150-300 mm m3 *** *** ***
Walls; concrete category B
F642 thickness 150-300 mm m3 *** *** ***
Columns; concrete category B
F654 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇.▇▇-▇ ▇▇ ▇▇ *** *** ***
Other concrete forms; steps, stairs
and landings; concrete category B
F681 waist; ▇▇▇ - ▇▇▇ ▇▇ ▇▇ *** *** ***
Other concrete forms; corbels;
concrete category B
F684 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇.▇▇-▇ ▇▇ ▇▇ *** *** ***
CONCRETE ANCILLARIES
Formwork finish: type F4
Horizontal
G315 width exceeding 1.22 m m2 *** *** ***
Sloping
G325 width exceeding 1.22 m m2 *** *** ***
Vertical
G342.1 width 0.1-0.2 m m *** *** ***
G344 width 0.4-1.22 m m2 *** *** ***
Concrete components of constant
cross-section
G381.1 beams; 300 x 600 mm deep;
integral with 225 mm thick slab m *** *** ***
G381.2 beams; 400 x 600 mm deep;
integral with 225 mm thick slab m *** *** ***
G382 columns; 500 x 600 mm m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL5.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL5.2/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.2 L5.2 : Superstructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CONCRETE ANCILLARIES
Formwork finish: type F 5
Horizontal
G312 width 0.1-0.2 m m *** *** ***
Vertical
G342.2 width 0.1-0.2 m m *** *** ***
G342.3 width exceeding 1.22 m m2 *** *** ***
Reinforcement
Deformed high yield steel bars to
BS 4449
G521 nominal size not exceeding 10
mm t *** *** ***
G522 nominal size 12 mm t *** *** ***
G523 nominal size 16 mm t *** *** ***
G524 nominal size 20 mm t *** *** ***
G525 nominal size 25 mm t *** *** ***
G526 nominal size 32 mm t *** *** ***
Steel fabric to BS 4483
G566 nominal mass 6-7 kg/m2; fabric
reference A393 m2 *** *** ***
Concrete accessories
Finishing of top surfaces
G813 class U2 finishes m2 *** *** ***
Inserts
G832 other inserts; 19 mm diameter x 100 mm
long Grade 410 shear studs with 30 mm
diameter x 8 mm thick head through
reinforced slabs or beams; totally
within the concrete Volume nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL5.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL5.2/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.2 L5.2 : Superstructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of main members for
link bridge; weldable structural
steel Grade 50C to BS 4360
Rolled sections; 203 x 133 mm x
25 kg/m universal beams
M111.1 straight on plan t *** *** ***
Rolled sections; 305 x 165 mm x
40 kg/m universal beams
M111.2 straight on plan t *** *** ***
Rolled sections; 838 x 292 mm x
175 kg/m universal beams
M111.3 straight on plan t *** *** ***
Rolled sections; 914 x 419 mm x
388 kg/m universal beams
M111.4 straight on plan t *** *** ***
Rolled sections; 1371 x 419 mm x
388 kg/m universal beams
M111.5 straight on plan t *** *** ***
M111.6 straight on plan; castellated
Member t *** *** ***
Flats; 100 x 8 mm thick
M121.1 straight on plan t *** *** ***
Flats; 100 x 10 mm thick
M121.2 straight on plan t *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL5.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL5.2/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.2 L5.2 : Superstructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Fabrication of main members for link
bridge; weldable structural steel Grade
50C to BS 4360(Cont'd)
Plates; 6 mm thick
M121.3 straight on plan t *** *** ***
Plates; 8 mm thick
M121.4 straight on plan t *** *** ***
Plates; 10 mm thick
M121.5 straight on plan t *** *** ***
Plates; 16 mm thick
M121.6 straight on plan t *** *** ***
Plates; 20 mm thick
M121.7 straight on plan t *** *** ***
Plates; 35 mm thick
M121.8 straight on plan t *** *** ***
Square hollow sections; 150 x 150
x 6.3 mm thick
M131.1 straight on plan t *** *** ***
Square hollow sections; 400 x 400
x 16 mm thick
M131.2 straight on plan t *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL5.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL5.2/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.2 L5.2 : Superstructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
STRUCTURAL METALWORK
Erection of members for link
bridge; weldable structural
steel Grade 50C to BS 4360
L520 Permanent erection t *** *** ***
Site bolts; Grade 8.8
L541 diameter not exceeding 16 mm nr *** *** ***
L542 diameter 16 - 20 mm nr *** *** ***
L543 diameter 20 - 24 mm nr *** *** ***
MISCELLANEOUS METALWORK
Stainless steel
Bridge bearings
N169.1 marks LB1 and LB2; 500 x 500 x 110 mm
high overall; fixed rotation and
translation class; pot bearing class;
including bolts and washers nr *** *** ***
N169.2 marks LB3 and LB4; 500 x 500 x 110 mm
high overall; guided rotation and
translation class; constrained pot
sliding bearing class; including bolts
and washers nr *** *** ***
Galvanized Steel
'Bondek II' profiled sheeting or other
equal and approved; 0.75 mm thick; with
55 mm overall high embossed dovetail
ribs and 28 mm wide flutes
N170 under suspended concrete slabs m2 *** *** ***
ARCHITECTURAL COATINGS AND
SPECIAL FINISHES
'Monokote' two hour fire protection
paint or other equal and approved
AT970 Metal sections m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL5.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL5.2/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.2 L5.2 : Superstructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Lump Sum Breakdown and for which
a separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL5.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL5.2/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.2 L5.2 : Superstructure
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL5.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL5.2/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.2 L5.2 : Superstructure
ITEM DESCRIPTION AMOUNT HK$
--------------------------------------------------------------
COLLECTION OF LUMP SUM ITEM LSL5.2
: Superstructure
Page No. LSL5.2/1 ***
Page No. LSL5.2/2 ***
Page No. LSL5.2/3 ***
Page No. LSL5.2/4 ***
Page No. LSL5.2/5 ***
Page No. LSL5.2/6 ***
Page No. LSL5.2/7 ***
--------------------------------------------------------------
Total of Lump Sum Item LSL5.2 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL5.2/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
IN SITU CONCRETE
Provision of concrete designed mix
F230 Class: 30/20; concrete category B m3 *** *** ***
Placing of reinforced concrete
Curbs; concrete category B
F690 thickness 150-300mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F4
Vertical
G343 width 0.2-0.4 m m2 *** *** ***
Reinforcement
Deformed high yield steel bars
to BS 4449
G521 nominal size not exceeding 10mm t *** *** ***
G522 nominal size 12mm t *** *** ***
PRECAST CONCRETE
Slabs; concrete class 40/20
Area not exceeding 1m2
H511 mass not exceeding 250kg nr *** *** ***
MISCELLANEOUS METALWORK
Hot dip galvanised mild steel
Ladder; stringers 40mm diameter;
min. 3mm thick; rungs 20mm
diameter
N130.1 type 2; as Drawing nr
LCC300/31/A24/502, 504-505 m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL5.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL5.3/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
MISCELLANEOUS METALWORK
Hot dip galvanised mild steel (Cont'd)
Handrails; comprising 50mm diameter;
2mm thick (min) handrails; 15mm diameter
brackets at 900mm approximate centres;
50mm diameter x 4mm thick cover plate;
including bolts, rivets and all
necessary fixings and fixing devices
N140 as Drawing nr LCC300/31/A15/242 m *** *** ***
Miscellaneous framing; welded and
bolted connection
Stainless Steel
Ladder; stringers 40mm diameter;
min. 3mm thick; rungs 20mm
diameter; including safety hoops
and return stringers
N130.2 type 3; as Drawing nr
LCC300/31/A24/503-505 m *** *** ***
BRICKWORK, BLOCKWORK AND MASONRY
Dense concrete blockwork;
compressive strength 7.0 N/mm2;
stretcher bond; in cement/lime
mortar; flush pointed; as
Appendix AA to Particular
Specification, section ▇▇▇
▇▇▇▇▇▇▇▇▇; 140mm
U511 vertical straight walls m2 *** *** ***
Ancillaries
U581 joint reinforcement; 24 gauge
galvanised expanded steel mesh;
300 mm wide m *** *** ***
U583 movement joints; fire rated
filler; 140mm in depth; as
Drawing nr LCC300/31/A24/154, 156 m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL5.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL5.3/2 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
BRICKWORK, BLOCKWORK AND MASONRY
Dense concrete blockwork;
compressive strength 7.0 N/mm2;
stretcher bond; in cement/lime
mortar; flush pointed; as
Appendix AA to Particular
Specification, section F10
(Cont'd)
Ancillaries (Cont'd)
U586 fixings and ties; galvanised mild
steel dove tail ties m2 *** *** ***
U589 head restraint; galvanised mild steel
angle; 70 x 70 x 3mm thick; sleeved and
dowelled into blockwork at 2000mm
centres m *** *** ***
PAINTING
Emulsion paint; one coat
thinned with water in accordance with
the manufacturer's recommendation and
two unthinned coats; as Appendix AA
to Particular Specification, section
M60
Plaster and render
V543 surfaces inclined at an angle
exceeding 60 degrees to the
horizontal m2 *** *** ***
Emulsion paint; anti-fungal; one coat
thinned with water in accordance with
the manufacturer's recommendation and
two unthinned coats; as Appendix AA to
Particular Specification, section M60
Plaster and render
V544 soffit surfaces and lower surfaces
inclined at an angle not exceeding
60 degrees to the horizontal m2 *** *** ***
Epoxy resin paint; with two
component epoxy based primer and
multi-component epoxy top coat; as
Architectural Specification
section 67.7
Cement and sand screed with
anti-dust sealer
V791 upper surfaces inclined at an
angle not exceeding 30 degrees to
the horizontal m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL5.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL5.3/3 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PAINTING
Synthetic paint; one coat
recommended primer, two undercoats
and one finishing coat; as
Appendix AA to Particular
Specification, section M60
Metal other than metal sections
and pipework
V911 upper surfaces inclined at an
angle not exceeding 30 degrees
to the horizontal m2 *** *** ***
V914 soffit surfaces and lower
surfaces inclined at an angle
not exceeding 60 degrees to the
horizontal m2 *** *** ***
V915 isolated surfaces of width or
girth not exceeding 500mm m2 *** *** ***
Anti-dust sealer; one polymer
single component weather resistant
top coat and one base coat; as
Architectural Specification
section 64.4
Cement and sand screed
V991.1 upper surfaces inclined at an
angle not exceeding 30 degrees
to the horizontal m2 *** *** ***
Granolithic screed
V991.2 upper surfaces inclined at an
angle not exceeding 30 degrees
to the horizontal m2 *** *** ***
Granolithic skirting 150mm high
V993 surfaces inclined at an angle
exceeding 60 degrees to the
horizontal m *** *** ***
Granolithic screed
V995 isolated surfaces of width of
girth not exceeding 500 mm m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL5.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL5.3/4 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
WATERPROOFING
Roofing; to type 1 roofing; as
Appendix AA to Particular
Specification, section J41, and
Drawing nr LCC300/31/A31/101-103
Waterproofing covering;
proprietary sheet membrane to the
approval of Engineer; two coats
W331 upper surface inclined at an angle
not exceeding 30 degrees to the
horizontal m2 *** *** ***
W336 surfaces of width not exceeding
300mm m *** *** ***
Sand and cement screed; fall 1 in
90; 25mm(min) thick; to receive
waterproofing covering
W391.1 upper surface inclined at an angle
not exceeding 30 degrees to the
horizontal m2 *** *** ***
Rendering in proprietary waterproof
cement render; 25mm (min) thick
including sealant joint fillers; on
waterproofing covering
W366 surfaces of width not exceeding
300mm; on waterproofing covering m *** *** ***
W367 surface of width 300 - 1m m *** *** ***
50mm thick extruded rigid
polystyrene insulation board
W391.2 upper surface inclined at an angle
not exceeding 30 degrees to the
horizontal m2 *** *** ***
Protective layers; to type 1
roofing; as Appendix AA to
Particular Specification, section
J41 and Drawing nr
LCC300/31/A31/101-103
Sand and cement screed; 25mm (min)
thick; to receive roof tiling
W441 upper surface inclined at an angle
not exceeding 30 degrees to the
horizontal m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL5.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL5.3/5 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
ROOF TILING AND METAL ROOF
CLADDING
Roof tiling
Precast reinforced concrete tiles to
BS 368; to the Engineer's approval;
size: 300 x 300 x 50mm
AA111 upper surface inclined at an angle
not exceeding 30 degrees to the
horizontal m2 *** *** ***
Roof cladding
Profiled aluminium cladding; with type 3
roofing; including but not limited to
galvanised steel supports with PVC
separators, stainless steel fixing,
steel primary frame intumescent paint
finished, including purlins, framing,
vapour barrier, thermal insulation and
all necessary accessories and sealant;
as Appendix AA to Particular
Specification, section H31 and J40 and
Drawing nr LCC300/31/A31/301
AA331 upper surfaces inclined at an
angle not exceeding 30 degrees
to the horizontal m2 *** *** ***
CARPENTRY AND JOINERY
Fittings
Supervisor desk counter; plastic
laminated plywood; with stainless steel
hairline finish; corian bench top; 2
drawers; including E&M fixture and
fittings; as Drawing nr
LCC300/31/A60/721
AC720 type T3K2; overall size 1200 x
475 x 1050mm high nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL5.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL5.3/6 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
IRONMONGERY
Hinges; as Appendix AA to
Particular Specification, section
P21
AD290.1 Type H1; size 114 x 114mm; fixed
to galvanised steel nr *** *** ***
AD290.2 Type H1; size 114 x 114mm; fixed
to stainless steel nr *** *** ***
AD290.3 Type H2; size 114 x 114mm; fixed
to galvanised steel nr *** *** ***
Locks, latches and bolts; as
Appendix AA to Particular
Specification, section P21
Lock cases
AD319 type L1; fixed to galvanised steel nr *** *** ***
Bolts
AD339.1 type FB1; fixed to galvanised
steel nr *** *** ***
Panic bolt
AD339.2 type ED2; fixed to galvanised
steel nr *** *** ***
AD339.3 type ED2; fixed to stainless
steel nr *** *** ***
AD339.4 type ED3; fixed to galvanised
steel nr *** *** ***
AD339.5 type ED3; fixed to stainless
steel nr *** *** ***
Closers and selectors; as
Appendix AA to Particular
Specification, section P21
Door closers
AD490.1 type CL1A; fixed to galvanised
steel nr *** *** ***
AD490.2 type CL1A; fixed to stainless
steel nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL5.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL5.3/7 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
IRONMONGERY
Handles with backplates;
as Appendix AA to Particular
specification section P21
Pull handles
AD520 type PH1; with 300 x 100 x 1.6mm
backplates; fixed to galvanised
Steel nr *** *** ***
Push plates; as Appendix AA to
Particular Specification section
p21
AD600 Type PP1; 300 x 100 x 1.6mm thick;
fixed to galvanized steel nr *** *** ***
Kick plates; Appendix AA to
Particular Specification, section
P21
AD700.1 Type K1; 965 x 200 x 1.6mm thick;
fixed to galvanised steel nr *** *** ***
AD700.2 Type K1; 1040 x 200 x 1.6mm thick;
fixed to galvanized steel nr *** *** ***
AD700.3 Type K1; 1365 x 200 x 1.6mm thick;
fixed to galvanised steel nr *** *** ***
Accessories; as Appendix AA to
Particular Specification, section
P21
Door stops
AD810.1 type ST1; fixed to galvanised
steel door leaf and concrete floor nr *** *** ***
AD810.2 type ST1; fixed to stainless
steel door leaf and concrete floor nr *** *** ***
Wall bumper
AD840 type ST2; fixed to galvanised
steel door leaf and concrete wall nr *** *** ***
Threshold
AD890.1 type T1; fixed to galvanised
steel nr *** *** ***
AD890.2 type T1; fixed to stainless
Steel nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL5.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL5.3/8 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
IRONMONGERY
Accessories; as Appendix AA to
Particular Specification, section
P21 (Cont'd)
Dust proof strike
AD890.3 type ECS nr *** *** ***
Co-ordinator
AD890.4 type DC1 nr *** *** ***
METAL DOORS AND FRAMES
Non-fire rated doors and frames;
as Appendix AA to Particular
Specification, section L20
Galvanised steel with polyester powder
coated finish; door type 01C; door frame
width 210mm (max.); head and jamb type A
AE100.1 1050mm width x 2150mm high nr *** *** ***
Galvanised steel with polyester powder
coated finish; door type 06; door frame
width 210mm (max.); head and jamb type A
AE100.2 1950mm width x 2150mm high nr *** *** ***
AE100.3 2600mm width x 2150mm high nr *** *** ***
One hour fire rated doors and frames; as
Appendix AA to Particular Specification,
section L20
Galvanised steel with polyester powder
coated finish; door type 01C; door frame
width 210mm (max.); head and jamb type A
AE300 1050mm width x 2250mm high nr *** *** ***
Stainless steel with hairline
finish; door type 07; door
frame width 210mm (max.); head
and jamb type A
AE310 2750mm width x 2150mm high; with
200 x 800mm vision panels nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL5.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL5.3/9 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
METAL DOORS AND FRAMES
One hour fire rated doors and frames; as
Appendix AA to Particular Specification,
section L20 (Cont'd)
Galvanised steel with paint finish; door
type 01C; door frame width 210mm (max.);
head and jamb type A
AE320.1 1050mm width x 2150mm high nr *** *** ***
Galvanised steel with paint finish; door
type 07; door frame width 210mm (max.);
head and jamb type A
AE320.2 2750mm width x 2150mm high; with
200 x 800mm vision panels nr *** *** ***
METAL SHUTTERS, WINDOWS AND LOUVERS
Windows
Windows; as Appendix AA to Particular
Specification, section L10 and Drawing
nr LCC300/31/A23/001, 002
AF209 PVF2 coated aluminium; size
2400 x 1200mm high nr *** *** ***
METAL CLADDING
System metal cladding
Aluminium; polyvinylidene (PVF2); 3 coat
Kynar 500 panels; 150mm thick (overall);
on anti-drumming backing board with
vapour control layer; consisting 1.2mm
decarbonized steel sheet; 2mm thick
hexagon aluminium honeycomb with 0.5mm
thick colour coated steel sheet;
including sealants and all other
necessary fixing accessories and
supports; as Appendix AA to Particular
Specification, section H31
AG161.1 walls and attached columns m2 *** *** ***
0.5-1.0m2 panels;
AG161.2 walls and attached columns m2 *** *** ***
1.0-1.5m2 panels;
AG161.3 walls and attached columns; m2 *** *** ***
1.5-2.0m2 panels
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL5.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL5.3/10 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
METAL CLADDING
metal cladding (Cont'd)
Aluminium; polyvinylidene (PVF2); 3 coat
Kynar 500 panels; 150mm thick (overall);
on anti-drumming backing board with
vapour control layer; consisting 1.2mm
decarbonized steel sheet; 2mm thick
hexagon aluminium honeycomb with 0.5mm
thick colour coated steel sheet;
including sealants and all other
necessary fixing accessories and
supports; as Appendix AA to Particular
Specification, section H31 (Cont'd)
AG161.4 walls and attached columns;
2.0-2.5m2 panels m2 *** *** ***
AG161.5 walls and attached columns;
2.5-3.0m2 panels m2 *** *** ***
AG161.6 walls and attached columns;
3.6m2 panels m2 *** *** ***
AG161.7 walls and attached columns;
3.9m2 panels m2 *** *** ***
Proprietary aluminium sheets to edge
beam; including mastic joint; stainless
steel brackets and all structural
framing; as Appendix AA to Particular
Specification, section H31 and Drawing
nr LCC300/31/A23/201
AG175 copings; approximate size 1705
x 1390mm high (extreme) m *** *** ***
SPECIALIST ARCHITECTURAL METALWORK
Metal access panel doors
AH100 Access hatch cover; galvanised iron;
approximate 900 x 900mm; including base
frame; latch; tongue and associate
ironmongery as Drawing nr
LCC302/31/A24/403 nr *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL5.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL5.3/11 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
SPECIALIST ARCHITECTURAL METALWORK
Metal fire hose reel cabinets
Hose reel cabinet door; piano hinged;
including stainless steel collar
surround fixed to reinforced concrete
blockout opening with galvanised mild
steel fixing lugs; 8mm (minimum)
tempered glass front door; all
associated ironmongery
AH200.1 size 1190 x 860 x 150mm thick; as
Drawing nr LCC300/31/A24/301 and 302 nr *** *** ***
AH200.2 type T9C1; size 1190 x 1010 x 150mm
thick; as Drawing nr LCC300/31/A60/342 nr *** *** ***
Ancillaries
AH890 Stainless steel framed fire services
inlet door; with 6mm wired toughened
glass panel; screen printed signage; as
Drawing nr LCC300/31/A24/305 nr *** *** ***
SIGNS AND ADVERTISING PANELS
Signs
Non-illuminated; vinyl graphics;
as Drawing nr. LCC300/31/A70/001
AI120.1 escape door signs nr *** *** ***
AI120.2 hose reel signs nr *** *** ***
PLASTERING, RENDERING AND WALL LININGS
Walls and columns
Cement and sand (1:3) render;
waterproofed; as Architectural
Specification section 67.2
AJ110 15 mm thick; to wall of hose reel
cabinet m2 *** *** ***
Gypsum plaster; as Appendix AA to
Particular Specification, section
M20
AJ122 10 mm thick; to receive emulsion paint m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL5.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL5.3/12 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL LININGS
Wall and columns (Cont'd)
Wall linings
AJ163.1 acoustic panels; comprising 0.5 mm thick
G.I. perforated sheets on and including
25 x 50 x 25 x 1.2 mm thick G.I.
Z-channels, with 60kg/m x 50 mm thick
fibreglass, anchored to reinforced
concrete structural soffits; in
accordance with Particular Specification
clause P35 and drawings
LCC300/31/A60/780-784 m2 *** *** ***
Floors
Cement and sand (1:3) render;
waterproofed; as Architectural
Specification section 67.2
AJ210 25 mm thick; to floor of hose reel
cabinet m2 *** *** ***
Cement and sand (1:3) screed; with
trowelled finish for wearing surfaces;
as Appendix AA to Particular
Specification, section M10
AJ232.1 with steel fabric reinforcement; 70 mm
thick; to receive terrazzo tiling m2 *** *** ***
AJ232.2 with steel fabric reinforcement; 100 mm
thick; to receive anti-dust sealer with
epoxy floor coating m2 *** *** ***
AJ232.3 with steel fabric reinforcement; 150 mm
thick; to receive anti-dust sealer m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSF1.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSL5.3/13 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL LININGS
Ceilings including sides and soffits of
attached beams
Cement and sand (1:3) render;
waterproofed; as Architectural
Specification section 67.2
AJ310 25 mm thick; to soffit of hose reel
cabinet m2 *** *** ***
Cement and sand (1:3) plaster; as
Architectural Specification section 67.2
AJ321.1 15 mm thick; to receive anti-fungal
emulsion paint m2 *** *** ***
Ceilings including sides and soffits of
attached beams: 3.5 - 5m
Cement and sand (1:3) plaster; as
Architectural Specification section 67.2
AJ321.2 15 mm thick; to receive anti-fungal
emulsion paint m2 *** *** ***
Linings
AJ369 acoustic panels; comprising 0.5 mm thick
G.I. perforated sheets on and including
25 x 50 x 25 x 1.2 mm thick G.I.
Z-channels, with 60kg/m x 50 mm thick
fibreglass, anchored to reinforced
concrete structural soffits; in
accordance with Particular Specification
clause P35 and drawings
LCC300/31/A60/780-784 m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL5.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSL5.3/14 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PLASTERTNG, RENDERING AND WALL LININGS
Stairs and steps
Granolithic screed; with non-slip
trowelled finish for wearing surfaces;
to cement and sand screed surfaces; as
Architectural Specification section 67.1
AJ640 40 mm thick; to receive anti-dust sealer m2 *** *** ***
Skirtings, ▇▇▇▇▇, channels, wall strings,
open strings, curb strings, cornices,
mouldings and the like
surface channel (fall 1:100) proprietary
waterproof render including sealant
joint; as Drawing nr LCC300/31/A31/002
AJ710.1 450mm wide x 25mm (min) deep channel m *** *** ***
Surface channel (fall 1:100) proprietary
waterproof render; including sealant
joint; to type 1 roofing; as Appendix AA
to Particular Specification, section J41
and Drawing nr LCC300/A31/101-103
AJ710.2 300mm wide x 25mm(min) deep channel m *** *** ***
Granolithic screed; with trowelled
finish for wearing surfaces; as
Architectural Specification section 67.1
AJ740.1 coved at base; 25mm thick; 150 mm high
skirting; to receive anti-dust sealer m *** *** ***
AJ740.2 25mm thick; 150 mm high skirting; with
stair gutter 150 mm wide and 5 mm deep m *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL5.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSL5.3/15 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
PLASTERING, RENDERING AND WALL LININGS
skirtings, ▇▇▇▇▇, channels, wall strings
open strings, curb strings, cornices,
mouldings and the like
Granolithic screed; with trowelled
finish for wearing surfaces; as
Architectural Specification section 67.1
(Cont'd)
AJ740.3 40mm thick; 60 mm high kerb with stair
gutter 150 mm wide and 5 mm deep m *** *** ***
AJ740.4 20mm thick stair cheek m2 *** *** ***
TILING
Floors
Resin bonded terrazzo tiles; as Appendix
AA to Particular Specification, section
M41
AK210 size 598 x 598 x 30 mm thick; matt
finish m2 *** *** ***
Sundries
Proprietary carborondom slip resistant
nosing
AK810 50mm wide; mechanically fixed to treads;
fixing allow future installation of
replacemnet nosings; as drawing nr
LCC300/31/A15/270-272 m *** *** ***
CEILING SYSTEMS
Perforated G.M.S. metal panel; type 1;
2000 x 595 mm wide; require 12%
penetration with minimum 20mm hole
size; with powder coated finish;
proprietary fixing grid system or
similar to be approved by the Engineer;
all fittings to be external grade and
self draining; to reinforced concrete
structural soffit; G.M.S. rod hangers;
as Appendix AA to Particular
specification, section K40
Depth of suspension: 3000 - 3500mm
AM330.1 1.2 mm thick m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL5.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSL5.3/16 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CEILING SYSTEMS
Perforated G.M.S. metal panel; type l;
2200 x 595 mm wide; require 12%
penetration with minimum 20mm hole
size; with powder coated finish;
proprietary fixing grid system or
similar to be approved by the Engineer;
all fittings to be external grade and
self draining; to reinforced concrete
structural soffit; suspended 3.5 m- 5 m
above ground; G.M.S. rod hangers; as
Appendix AA to Particular
Specification, section K40
Depth of suspension: 2000 - 2500 mm
AM330.2 1.2 mm thick m2 *** *** ***
Depth of suspension: 2500 - 3000 mm
AM330.3 1.2 mm thick m2 *** *** ***
Perforated G.M.S. metal panel; type 1;
2200 x 595 mm wide; require 12%
penetration with minimum 20mm hole
size; with powder coated finish;
proprietary fixing grid system or similar
to be approved by the Engineer; all
fittings to be external grade and self
draining; as Appendix AA to Particular
Specification, section K40
Bulkheads
AM350 1.2 mm thick m2 *** *** ***
CURTAIN ▇▇▇▇▇▇▇
Vision areas
Framing; PVF2 coated aluminium; 3mm
(minimum) thick film; manufacturer and
fixing to the Engineer's approval; as
Appendix AA to Particular Specification,
section H11 and Drawing nr
LCC300/31/A23/101, 119
AP110.1 size of typical bay 1200 x 1055mm high m2 *** *** ***
AP110.2 size of typical bay 1200 x 1200mm high m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL5.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSL5.3/17 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
CURTAIN ▇▇▇▇▇▇▇
Vision areas (Cont'd)
Framing; PVF2 coated aluminium; 3mm
(minimum) thick film; manufacturer and
fixing to the Engineer's approval; as
Appendix AA to Particular Specification,
section H11 and Drawing nr
LCC300/31/A23/101, 119 (Cont'd)
AP110.3 size of typical bay 1418 x 1055mm high m2 *** *** ***
AP110.4 size of typical bay 1418 x 1200mm high m2 *** *** ***
AP110.5 size of typical bay 2400 x 1055mm high m2 *** *** ***
AP110.6 size of typical bay 2400 x 1200mm high m2 *** *** ***
Tinted tempered glass; 10mm (minimum)
thick; including structural sealant butt
joint; as Appendix AA to Particular
Specification, section H11 and Drawing
nr LCC300/31/A23/101,119
AP120.1 fixed to aluminium framing; size of
typical bay 1200 x 1055mm high m2 *** *** ***
AP120.2 fixed to aluminium framing; size of
typical bay 1200 x 1200mm high m2 *** *** ***
AP120.3 fixed to aluminium framing; size of
typical bay 1418 x 1055mm high m2 *** *** ***
AP120.4 fixed to aluminium framing; size of
typical bay 1418 x 1200mm high m2 *** *** ***
AP120.5 fixed to aluminium framing; size of
typical bay 2400 x 1055mm high m2 *** *** ***
AP120.6 fixed to aluminium frame; size of
typical bay 2400 x 1200mm high m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL5.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSL5.3/18 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge Structure (EPIW)(Option 1)
Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL GLAZING
Glass
Laminated clear glass; 6mm thick
AS135 area 2.9m2; glazing to PVF2 coated
aluminium windows; as Appendix AA
Particular Specification, section L40
and Drawing nr LCC300/31/A23/001, 002 m2 *** *** ***
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL5.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1 : 28 June 2002
Addendum No. 1 LSL5.3/19 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------
GENERAL ITEMS
Contractor's Other Charges
The Contractor shall enter hereunder any
specific item of work or obligation or
thing which is necessary for the
execution of the Works, as required by
the Contract, which has been omitted
from or has not been separately itemised
in this Lump Sum Breakdown and for which
a separate charge is required.
The unit of measurement for any
Contractor's Other Charges shall be
"sum", with Quantity and Rate columns
entered with "N/A".
-------------------------------------------------------------------------------------------------------
To Collection of Lump Sum Item LSL5.3 ***
----------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev. 1 : 28 June 2002
Addendum No. 1 LSL5.3/20 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge (EPIW)(Option 1)
Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
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GENERAL ITEMS
Method-Related Charges
The Contractor shall enter hereunder in
detail any method related charges items
in accordance with CESMM3 Section 7
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To Collection of Lump Sum Item LSL5.3 ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSL5.3/21 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge Structure (EPIW)(Option 1)
Lump Sum Item LSL5.3 L5.3 : ABWF
ITEM DESCRIPTION AMOUNT HK$
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COLLECTION OF LUMP SUM ITEM LSL5.3
: ABWF
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Total of Lump Sum Item LSL5.3 ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.1 : 28 June 2002
Addendum No. 1 LSL5.3/COL/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge Structure (EPIW)(Option 1)
Lump Sum Item LSL5.4 L5.4 : E&M Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
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E&M WORKS
CHILLED WATER
Instrumentation
Pressure gauges; 150mm diameter dial;
including cocks and pipework; complete
with wooden boards
BB0101.1 mounting on or jointing to pipes nr *** *** ***
Temperature gauges; 150mm diameter dial
BB0101.2 mounting on or jointing to pipes nr *** *** ***
Black steel pipes and fittings; B.S.
1387; heavy grade
Fixing to or suspending from soffits;
butt welded joints
BB0102.1 100mm diameter m *** *** ***
Extra over 100mm diameter pipe for
BB0102.2 bends nr *** *** ***
BB0102.3 tees nr *** *** ***
In-line equipment
Gate valves; cast iron; B.S. 5150
BB0102.4 100mm diameter nr *** *** ***
Double regulating valves; cast iron;
B.S. 5152 and B.S. 7350
BB0102.5 100mm diameter nr *** *** ***
Motorized three-way control valves;
electric; including actuators
BB0102.6 100mm diameter nr *** *** ***
Strainers; cast iron; "Y" type; with
drain valves and plugs
BB0102.7 100mm diameter nr *** *** ***
Flexible connectors
BB0102.8 mounting on or jointing to pipes; 100mm
diameter nr *** *** ***
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To Collection of Lump Sum Item LSL5.4 ***
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*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev.0 : 26 April 2002 LSL5.4/1 Contract No. LCC-300
Contract No. LCC-300 Cost Centre L : EPIW - STRUCTURE (OPTION 1)
Lump Sum Breakdown L5 : Link Bridge Structure (EPIW)(Option 1)
Lump Sum Item LSL5.4 L5.4 : E&M Works
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
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E&M WORKS
CHILLED WATER
Thermal insulation; Phenolic foam
thermal insulation
50mm thick insulation
BB0104.1 fixing to pipes; 100mm diameter m *** *** ***
BB0104.2 Extra over insulation to pipework;
100mm diameter; for bends nr *** *** ***
BB0104.3 Extra over insulation to pipework;
100mm diameter; for tees nr *** *** ***
50mm thick insulation; including
aluminium split boxes
BB0104.4 fixing to gate valves; 100mm
diameter nr *** *** ***
BB0104.5 fixing to double regulating
valves; 100mm diameter nr *** *** ***
BB0104.6 fixing to motorized three-way
control valves; 100mm diameter nr *** *** ***
BB0104.7 fixing to strainers; "Y" type;
100mm diameter nr *** *** ***
BB0104.8 fixing to flexible connectors;
100mm diameter nr *** *** ***
65mm thick insulation
BB0104.9 fixing to pipes; 100mm diameter m *** *** ***
BB0104.10 Extra over insulation to pipework;
100mm diameter; for bends nr *** *** ***
BB0104.11 fixing to gate valves; 100mm
diameter nr *** *** ***
BB0104.12 fixing to double regulating
valves; 100mm diameter nr *** *** ***
BB0104.13 fixing to motorized three-way
control valves; 100mm diameter nr *** *** ***
BB0104.14 fixing to straine