Exhibit 4.20
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 NO. LDB-201
SHEUNG SHUI TO ▇▇▇▇ TAU TUNNELS
ARTICLES OF AGREEMENT
[STAMP]
ARTICLES OF AGREEMENT
EAST RAIL EXTENSIONS
CONTRACT NO. LDB-201
SHEUNG SHUI TO ▇▇▇▇ TAU TUNNELS
THIS AGREEMENT is made the day of 2003.
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) DRAGAGES ET TRAVAUX PUBLICS (HK) LTD. of ▇▇▇▇ ▇▇▇▇▇, ▇▇▇ ▇▇▇▇'▇ ▇▇▇▇,
▇▇▇▇▇ ▇▇▇▇▇, ▇▇▇▇ ▇▇▇▇, a company incorporated in and in accordance with
the laws of Hong Kong; and
BOUYGUES TRAVAUX PUBLICS S.A. of "Challenger", 1 avenue ▇▇▇▇▇▇
Freyssinet - Guyancourt, 78065 Saint-▇▇▇▇▇▇▇-en-Yvelines Cedex, France,
a company incorporated in and in accordance with the laws of France,
(together, "the Contractor") operating for the purposes of the Contract
as "DRAGAGES (HK) 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
[STAMP]
Contract Page 1 of 3 Contract No. LDB201
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 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 ▇▇▇▇ ▇▇▇▇▇, ▇▇▇ ▇▇▇▇'▇ ▇▇▇▇, ▇▇▇▇▇ ▇▇▇▇▇, ▇▇▇▇ 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.
6. The Under Hand Agreement between the Employer the Contractor contained
in the letter dated 19 December 2002 from the Employer to the Contractor
shall form part of these Articles of Agreement and part of the Contract.
Notwithstanding any other provision of the Contract, including, without
limitation, Clause 7.1 of the General Conditions of Contract, Paragraph
2 of the Letter of Acceptance dated 30 October 2002 and Paragraph 27 of
the Letter of Clarification dated 24 October 2002 attached to and
forming part of the Letter of Acceptance, the provisions of these
Articles of Agreement and the Underhand Agreement dated 19 December 2002
shall prevail over any inconsistent provision contained in any other
document forming the Contract including, without limitation, the letter
of Acceptance and the Letter of Clarification attached to such letter.
Any provision of the Contract dealing with the precedence of the
documents forming the Contract shall be construed accordingly.
[STAMP]
Contract Page 2 of 3 Contract No. LDB201
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:
------------------------------ ------------------------------
(Authorised Signature) (Authorised Signature)
------------------------------ ------------------------------
(Witness) (Witness)
THE COMMON SEAL of )
DRAGAGES ET TRAVAUX )
PUBLICS (HK) LTD. )
was affixed hereto in the presence of: )
------------------------------ ------------------------------
▇▇▇ ▇▇▇▇▇▇▇ Francois-▇▇▇▇▇▇ ▇▇▇▇▇▇▇▇▇
Managing Director Witness
SIGNED, SEALED AND DELIVERED )
by ▇▇ ▇▇▇▇▇▇ ▇▇▇▇▇▇▇ for and on behalf of )
BOUYGUES TRAVAUX PUBLICS S.A. )
as lawful attorney of the Contractor under )
Power of Attorney dated 2nd January 2003 )
in the presence of ▇▇▇▇▇▇▇ ▇▇▇▇▇▇▇ )
as Witness )
------------------------------ ------------------------------
▇▇▇▇▇▇ ▇▇▇▇▇▇▇ ▇▇▇▇▇▇▇ ▇▇▇▇▇▇▇
Commercial Director Witness
[STAMP]
Contract Page 3 of 3 Contract No. LDB201
[LOGO]
KCR
[CHINESE CHARACTERS]
KOWLOON-CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
CONTRACT NO. LDB-201
SHEUNG SHUI TO ▇▇▇▇ TAU TUNNELS
AGREEMENT UNDERHAND TO AMEND
THE CONTRACT
[STAMP]
[LOGO] KCR [CHINESE CHARACTERS]
[CHINESE CHARACTERS] KOWLOON-CANTON RAILWAY CORPORATION
[CHINESE CHARACTERS]
Our Ref.: ERE/PRT/LDB201/TE112 (E1-386397) East Rail Extensions Division
19 December 2002
DRAGAGES ET TRAVAUX PUBLICS (HK) LTD. By Collection
▇▇▇▇ ▇▇▇▇▇
▇▇▇ ▇▇▇▇'▇ ▇▇▇▇
▇▇▇▇▇ ▇▇▇▇▇
▇▇▇▇ ▇▇▇▇
and
BOUYGUES TRAVAUX PUBLICS
▇▇▇▇ ▇▇▇▇▇
▇▇▇ ▇▇▇▇'▇ ▇▇▇▇
▇▇▇▇▇ ▇▇▇▇▇
▇▇▇▇ ▇▇▇▇
Attn.: ▇▇. ▇▇▇ ▇▇▇▇▇▇▇
Dear Sirs,
East Rail Extensions
Tender No. 2002-0056
Contract No. LDB-201 - Sheung Shui to ▇▇▇▇ Tau Tunnels
AGREEMENT UNDER HAND TO AMEND THE CONTRACT
1. We refer to the above referenced contract created by the Letter of
Acceptance dated 30 October 2002 issued by us to you (with attached
Letter of Clarification dated 24 October 2002 ("Letter of
Clarification") which has been countersigned by you by way of acceptance
of its provisions.
2. We confirm that the form of the Performance Bond referred to in
Paragraph 7 of the Letter of Acceptance (and in Paragraph 26 of the
Letter of Clarification) has, by agreement between us, been amended and
that a total of 5 bonds shall be provided by you each in the sum of
*** in respect of the achievement of Key Dates ▇▇-▇, ▇▇-▇▇, ▇▇-▇▇,
▇▇-▇▇ and KD-20, in the form of the sample bond to be issued under cover
of a letter countersigned by the KCRC, both attached to this Agreement.
[STAMP] [LOGO]
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Our Ref.: ERE/PRT/LDB201/TE112(E1-386397) (Page 2 of 3)
19 December 2002
3. Paragraph 25 of the Letter of Clarification is deemed to have been
amended such that in the event that you fail to achieve any of the
applicable Stages of the Works by Key Dates ▇▇-▇, ▇▇-▇▇, ▇▇-▇▇, ▇▇-▇▇ or
KD-20, the Engineer shall assess and certify any general damages
incurred by the Employer as a result of such failure including, without
limitation, any cost or damages or other payment which the Employer
becomes liable to pay to any Project Contractor or any cost of
acceleration of the works of any Project Contractor to ensure the timely
completion of such works. Any such general damages in respect of any
failure by you to achieve the applicable Stages by the relevant Key
Dates shall not exceed the aggregate of *** in respect of all 5 Key
Dates. The Employer may deduct and retain the amount of any general
damages becoming due pursuant to the Special Conditions of Contract from
any sum due or which becomes due to the Contractor or require the
Contractor to pay such amount to the Employer forthwith.
4. Paragraph 26 of the Letter of Clarification is deemed to have been
amended such that in respect of each of the 5 bonds to be supplied by
you in respect of Key Dates ▇▇-▇, ▇▇-▇▇, ▇▇-▇▇, ▇▇-▇▇ and KD-20, the
bondsman (which shall be a financial institution previously approved by
the Corporation) shall irrevocably and unconditionally undertake to pay
the Corporation monies for an amount not exceeding *** upon receipt from
the Corporation of a written demand signed by the Director, East Rail
Extensions, on behalf of the Corporation, stating that the Contractor
has failed to achieve completion of any of the stated Key Dates and the
amount of general damages payable for delay in respect of the relevant
Key Date. The aggregate total amount payable under the 5 bonds shall not
exceed *** and shall be calculated in accordance with Paragraph 3 above
of this Agreement and Clause SCC -6 of the Special Conditions of
Contract included in the Contract.
5. Save as expressly amended by this Agreement, all the terms and
conditions of the Contract shall remain in full force and effect and the
Contract and this Agreement shall be read and construed together as a
single document. Notwithstanding any
[STAMP] [SIGNATURE]
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Page 2 of 3
Our Ref.: ERE/PRT/LDB201/TE112 (E1-386397) (Page 3 of 3)
19 December 2002
provision to the contrary elsewhere in the Contract, if there is any
ambiguity or discrepancy between this Agreement and the other documents
forming the Contract, the contents of this Agreement shall prevail.
6. Please signify your acceptance of the provisions of this Agreement by
signing below by a authorised signatory.
Yours faithfully,
Agreed and accepted by
/s/ ▇▇▇▇▇ ▇▇▇▇▇ /s/ ▇▇▇▇▇▇ ▇▇▇▇▇▇▇
---------------------------------- ------------------------------
▇▇▇▇▇ ▇▇▇▇▇ ▇▇▇▇▇▇ ▇▇▇▇▇▇▇
Senior Director, Capital Projects For and on behalf of
For and on behalf of the Dragages et Travaux Publics
Kowloon-Canton Railway Corporation (HK) Limited
Agreed and accepted by
/s/ ▇▇▇ ▇▇▇▇▇▇▇
------------------------------
▇▇▇ ▇▇▇▇▇▇▇
For and on behalf of
Bouygues Travaux Publics
Encl.
KKL/DF/JT/KFN/AY/mh
[STAMP]
Page 3 of 3
[To be typed on headed notepaper of the Bond issuing Bank]
Kowloon-Canton Railway Corporation
[ ] December 2002
Dear Sirs,
Contract LDB-201
Performance Bonds in respect of Key Dates 6, 13, 16, 18 and 20
1. We [Name of authorised person] acting on behalf of the [name of issuing
bank] (hereinafter the "Bank") refer to the five Performance Bonds
[Referenced [ ]] (hereinafter the "Bonds") issued by us today in your
favour in respect of the obligations of the Dragages (HK) Joint Venture
under the above referenced contract to achieve Key Dates 6, 13, 16, 18
and 20.
2. Notwithstanding that each of the five Bonds is for *** we confirm that
our total liability under all five Bonds will not exceed the aggregate
of ***. In the event that *** is paid under all or any of the Bonds in
any proportions, the Bank will be automatically released from any
further liability under each and all of the Bonds.
3. This letter is supplemental to and shall be read together with each and
all of the five Bonds and will prevail over any contradictory or
inconsistent provisions contained in any of the said Bonds.
4. We should be grateful if you would signify your acceptance of this
letter by countersigning the attached duplicate.
Signed, sealed and delivered by
[Name of authorized person]
For and on behalf of the Bank
----------------------------------
Agreed and accepted by
Mr. [ ]
For and on behalf of the
Kowloon-Canton Railway Corporation
[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.
BY THIS BOND date the day of December 2002
[ ] a bank incorporated in accordance with the laws of [ ]
(the "Bank") is irrevocably and unconditionally bound to the Kowloon-Canton
Railway Corporation (together with its successors and permitted assigns, "KCRC")
in the sum of *** (the "Maximum Amount") for payment of which sum the Bank
binds itself, its successors and assigns in accordance with the provisions of
this Bond.
WHEREAS
(A) The Kowloon-Canton Railway Corporation has issued a call for
tenders ("Invitation to Tender") for the execution of certain
works for Contract No. LDB-201 (the "Contract");
(B) The DRAGAGES (HK) JOINT VENTURE, an unincorporated joint venture
made of Dragages et Travaux Publics HK (Ltd) and other
associated companies (the "Joint Venture") has been invited to
submit a tender (the "Tender") to the KCRC in response to the
Invitation to Tender;
(C) As at the date hereof, the KCRC has or is about to award the
Contract to the Joint Venture and has required the Joint Venture
to issue this Bond in security for the Secured Obligation (as
defined below);
(D) In this Bond, "Secured Obligation" means the obligation of the
Joint Venture to KCRC under the Contract to achieve Key Date
[insert Key Date No.] (the "Relevant Key Date"), at the date
when it is due to be achieved under the Contract (taking into
account any extension of time awarded to the Joint Venture under
the Contract).
(E) The Bank has issued on [_] December 2002 a letter countersigned
by the KCRC, which is supplemental to and shall be read together
with this Bond and four other performance bonds (the "Other
Bonds") issued by the Bank and referenced [__________].
NOW THE TERMS AND CONDITIONS of this Bond are:
1. The recitals herein form part of this Bond as an integral part of it.
2. Save if otherwise defined herein, terms and expressions defined in the
Contract shall carry the meaning assigned to them therein when used
herein with a first capitalized letter.
3. The Bank hereby irrevocably and unconditionally undertakes to pay to
KCR.
[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.
- Page 1 of 3 -
monies for an amount up to, in aggregate, *** (the "Maximum Amount")
against the Relevant Key Date upon receipt from KCRC of a written demand
signed by the Director, East Rail Extensions on behalf of the KCRC
stating that the Joint Venture has failed to achieve the Relevant Key
Date in compliance with the Secured Obligation without conditions or
proof of default by the Joint Venture.
4. The amount payable to the KCRC by the Bank hereunder will be determined
by KCRC (subject always to the Maximum Amount) in such manner as KCRC
deems appropriate so as to hold KCRC harmless from any general damages
incurred by the Employer as a result of a failure to achieve the
Relevant Key Date including without limitation, any cost or damages or
other payment which the Employer becomes liable to pay to any Project
Contractor to ensure the timely completion of such works.
5. The demand referred to in clause 3 above shall specify the amount or
amount claimed under this Bond (the "Claimed Amount") and shall further
specify that the Joint Venture has failed to comply with its Secured
Obligation.
6. The liability of the Bank under this Bond shall remain in full force and
effect and shall not be affected or discharged in any way by, and the
Bank hereby waives notice of:
(a) any amendment to the Contract by agreement between the KCRC and
the Joint Venture or any concession or waiver by the KCRC in
respect of the Contract obligations; and
(b) any act or omission of the Joint Venture pursuant to any other
arrangement with the Bank.
7. The liability of the Bank under this Bond is limited to the Maximum
Amount and shall cease on whichever of the following events first
occurs:
(a) payment by the Bank under this Bond and/or Other Bonds, in
aggregate, of the Maximum Amount;
(b) the Bank is presented with a copy of the Stage Certificate in
respect of the Secured Obligation;
(c) 30 June 2007.
8. This Bond shall automatically expire whether or not returned to the Bank
when the liability of the Bank ceases in accordance with Clause 7.
9. The Bank acknowledges that KCRC 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 Bank or the Joint Venture being required. It is
further specified that any
[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.
- Page 2 of 3 -
assignment under the terms of this Bond is and will be subject to the
provision of the letter referred to in recital (E) above and shall bind
any assignee thereof.
10. This Bond shall not be ceded or otherwise dealt with in any manner
whatsoever otherwise than with the previous consent of the Joint
Venture.
11. All documents arising out of or in connection with this Bond shall be
served upon the Bank, at [HK address].
12. The Bank may change its nominated address for service of documents to
another address in Hong Kong but only by prior written notice to KCRC
and the Joint Venture. All demands and notice shall be in writing and in
English.
13. This Bond shall be governed by and construed according to the laws for
the time being in force in the Hong Kong Special Administrative Region
and the Bank agrees to submit to the non-exclusive jurisdiction of the
Courts of the Hong Kong Special Administrative Region.
IN WITNESS whereof this Bond has been executed as a deed on the date first
before written.
THE COMPANY SEAL OF )
[ ] )
was affixed hereto in the presence of: )
[STAMP]
- Page 3 of 3 -
[LOGO]
KCR
[CHINESE CHARACTERS]
KOWLOON-CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
CONTRACT NO. LDB-201
SHEUNG SHUI TO ▇▇▇▇ TAU TUNNELS
LETTER OF ACCEPTANCE
&
LETTER OF CLARIFICATION
[STAMP]
[LOGO] KCR [CHINESE CHARACTERS]
[CHINESE CHARACTERS] KOWLOON-CANTON RAILWAY CORPORATION
[CHINESE CHARACTERS]
Our Ref.: ERE/PRT/LDB201/TE112 (E1-386164) East Rail Extensions Division
30 October 2002
DRAGAGES ET TRAVAUX PUBLICS (HK) LTD. BY Collection
▇▇▇▇ ▇▇▇▇▇
▇▇▇ ▇▇▇▇'▇ ▇▇▇▇
▇▇▇▇▇ ▇▇▇▇▇
▇▇▇▇ ▇▇▇▇
and
BOUYGUES TRAVAUX PUBLICS
▇▇▇▇ ▇▇▇▇▇
▇▇▇ ▇▇▇▇'▇ ▇▇▇▇
▇▇▇▇▇ ▇▇▇▇▇
▇▇▇▇ ▇▇▇▇
Attn.: ▇▇. ▇▇▇ ▇▇▇▇▇▇▇
Dear Sirs,
Subject: Kowloon-Canton Railway Corporation
East Rail Extensions
Tender No. 2002-0056
Contract No. LDB201 - Sheung Shui to ▇▇▇▇ Tau Tunnels
LETTER OF ACCEPTANCE
1. I am pleased to inform you that the Tender submitted by you on 9 August
2002, as modified by the Letter of Clarification referred to in
Paragraph 2 below, with a corrected and revised Tender Total of
HK$2,800,243,277 (Hong Kong Dollars Two Billion Eight Hundred Million
Two Hundred and Forty Three Thousand Two Hundred and Seventy Seven is
hereby accepted.
2. The Letter of Clarification ref: ERE/PRT/LDB201/TE110(E1-386161) 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 attached Letter of Clarification.
[STAMP]
[STAMP]
[STAMP] [SIGNATURE]
[LOGO]
Our Ref.: ERE/PRT/LDB201/TE112(E1-386164) (Page 2 of 3) 30 October 2002
3. The Contractor's Bond in the form contained in Schedule 5 to the General
Conditions to be provided by you by 12 November 2002 in accordance
with Clause 14.1 (a) of the General Conditions, shall be provided by BNP
PARIBAS - Hong Kong Branch, CREDIT AGRICOLE INDOSUEZ - Hong Kong Branch,
CREDIT LYONNAIS - Hong Kong Branch, Hong Kong and Shanghai Banking
Corporation Limited or such similar financial institution acceptable to
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 12 November 2002 in accordance with Clause
14.1(b) of the General Conditions, shall be provided by BOUYGUES
Construction S.A.
5. You confirm that you shall appoint by 28 November 2002 ▇▇▇▇▇▇ China
Limited or such other company as may be reviewed without objection by
the Engineer, to carry out the function of the Independent Checking
Engineer to perform the Contractor's design checking obligations under
the Contract for the Temporary Works. You further confirm that you shall
appoint ▇▇▇ ▇▇▇▇ & Partners Hong Kong Limited, or such other company as
may be reviewed without objection by the Engineer, as the Designer to
perform the design of the Permanent Works and the design consultant for
traffic management.
6. The updated Special Conditions of Contract [Rev.2 : 30 October 2002 LoA]
pages nos. SCC/i, SCC/5 and SCC/6 incorporating Special Conditions
Clause SCC6 in respect of General Damages are attached to this letter
and shall form part of the Contract.
7. The on-demand bond as referred to in paragraph 26 of the Letter of
Clarifications shall be provided by you within twenty eight (28) days
from the date of this letter in the form of the draft attached. In the
event that the Engineer awards Extensions of Time beyond 30 June 2007,
you shall procure that the expiry date of the bond shall be extended
accordingly. For the avoidance of doubt, Special Conditions Clause SCC6
and the on-demand bond as referred to in paragraph 6 above and in this
paragraph 7, are independent of and without prejudice to General
Conditions Clause 48.6.
8. The Date for Commencement of the Works shall be 1 November 2002.
9. The Engineer for the purposes of the Contract shall be ▇▇. ▇▇▇▇▇ ▇▇▇▇▇▇.
[STAMP] [SIGNATURE]
Our Ref.: ERE/PRT/LDB201/TE112 (E1-386164) (Page 3 of 3) 30 October 2002
10. 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 copy of this letter and returning it to this office.
Yours faithfully,
Agreed and accepted by
/s/ ▇▇▇▇▇ ▇▇▇▇▇ /s/ ▇▇▇▇▇▇ ▇▇▇▇▇▇▇
---------------------------------- ------------------------------
▇▇▇▇▇ ▇▇▇▇▇ ▇▇▇▇▇▇ ▇▇▇▇▇▇▇
Senior Director, Capital Projects For and on behalf of
For and on behalf of the DRAGAGES ET TRAVAUX
Kowloon-Canton Railway Corporation PUBLICS (HK) LTD
Agreed and accepted by
/s/ ▇▇▇ ▇▇▇▇▇▇▇
------------------------------
▇▇▇ ▇▇▇▇▇▇▇
For and on behalf of
BOUYGUES TRAVAUX PUBLICS
Encl.: Special Conditions of Contract [Rev.2:30 October 2002 LoA]
Draft on-demand bond document
KKL/JJ/ML/JT/KFN/AY/mh
[STAMP]
bcc.
SDP (▇▇▇▇▇ ▇▇▇▇▇) CLC-C (▇▇▇▇▇▇▇ ▇▇▇▇▇▇▇)
DEX (▇.▇. ▇▇▇) PRTM (▇▇▇▇▇▇ ▇▇▇)
GM-CN (▇▇▇▇▇▇▇▇▇ ▇▇▇▇▇▇▇▇▇) FSM (▇▇▇▇▇ ▇▇▇▇)
GM-FS (▇▇▇▇ ▇▇▇▇) TSSM (▇▇▇▇▇▇ ▇▇▇▇)
CS-GC (▇▇▇▇▇ ▇▇▇▇▇▇▇) IAM (▇▇▇▇▇▇ ▇▇)
CM(LDB201) (▇▇▇▇▇▇▇ ▇▇▇) PCM (▇▇▇▇▇ ▇▇▇▇)
[STAMP]
SPECIAL CONDITIONS OF CONTRACT
SPECIAL CONDITIONS OF CONTRACT
TABLE OF CONTENTS
A CONDITIONS
Clause Subject Heading Page
------ --------------- ----
WORKS IN THE VICINITY OF THE RAILWAY
SCC1 Works in the Vicinity of the Railway SCC/1
THIRD PARTY CLAIMS IN RESPECT OF DAMAGE ON AND TO
AGRICULTURAL LANDS
SCC2 Third Party Claims in respect of Damage on and to
Agricultural Lands SCC/4
INDEMNITY FOR BREACH OF ENVIRONMENTAL PERMIT
SCC3 Indemnity for breach of Environmental Permit SCC/5
VALUE ENGINEERING
SCC4 Value Engineering SCC/5
BONDS, GUARANTEES AND UNDERTAKINGS
SCC5 Bonds, Guarantees and Undertakings SCC/5
GENERAL DAMAGES
SCC6 General Damages for Key Dates KD-6, 13, 16, 18
and 20 SCC/6
B ATTACHMENTS
Attachment Subject Heading
---------- ---------------
Attachment 1 A Guide to Determining the Loss of Revenue to the
Corporation Employer
Attachment 2 Damage To Crops and Property on Agricultural Lands
[STAMP]
Rev.2: 30 October 2002 SCC/i Contract No. LDB201
LoA
SPECIAL CONDITIONS OF CONTRACT
2.3 Procedures to be followed when damage to crops or to other property has
occurred on agricultural lands as a result of the Works are set out in
Attachment 2 to these Special Conditions.
SCC3 INDEMNITY FOR BREACH OF ENVIRONMENTAL PERMIT
3.1 Without prejudice to any other provision of the 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 or
requirement included in the Environmental Permit contained in Appendix E
to 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.
SCC4 VALUE ENGINEERING
4.1 In the event that the Engineer in his absolute discretion reviews
without objection any Value Engineering proposal submitted by the
Contractor in accordance with the Contract (as the term "Value
Engineering" is defined in paragraph 1.3.1 of the Particular
Specification), the Engineer shall issue an instruction pursuant to
Clauses 54.1 or 54.2 of the General Conditions and the cost saving
resulting from such variation instruction will be valued by the Engineer
pursuant to Clause 56.1 of the General Conditions and, following the
assessment by the Engineer of the respective costs incurred by the
Employer and the Contractor in developing and examining the Value
Engineering proposal, the remainder of the cost saving shall be shared
between the Employer and the Contractor in the ratio of 50% and 50%
respectively, and any such saving shall be dealt with by the Engineer
pursuant to Clause 66 of the General Condition.
SCC5 BONDS, GUARANTEES AND UNDERTAKINGS
5.1 General Conditions of Contract for Design-Build Works (Civils) (14
September 2001 Edition) Clause 14.1(a) is amended as follows:-
(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
[STAMP]
Rev.2: 30 October 2002 SCC/5 Contract No. LDB201
LoA
SPECIAL CONDITIONS OF CONTRACT
SCC6 GENERAL DAMAGES
6.1 In the event that the Contractor fails to achieve any of the applicable
Stages of the Works by Key Dates ▇▇-▇, ▇▇-▇▇, ▇▇-▇▇, ▇▇-▇▇ or KD-20, the
Engineer shall assess and certify any general damages incurred by the
Employer as a result of such failure including, without limitation, any
cost or damages or other payment which the Employer becomes liable to
pay to any Project Contractor or any cost of acceleration of the works
of any Project Contractor to ensure the timely completion of such works.
Any such general damages in respect of any failure by the Contractor to
achieve the applicable Stages by the relevant Key Dates shall not exceed
the aggregate of *** in respect of all 5 Key Dates. The Employer may
deduct and retain the amount of any general damages becoming due
pursuant to this Special Condition from any sum due or which becomes due
to the Contractor or require the Contractor to pay such amount to the
Employer forthwith.
[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: 30 October 2002 SCC/6 Contract No. LDB201
LOA
BY THIS BOND dated the day of 2002
[ ] a bank incorporated in accordance with the law of [ ]
(the "Bank") is irrevocably and unconditionally bound to the Kowloon-Canton
Railway Corporation (together with its successors and permitted assigns, "KCRC")
in the sum of *** (the "Maximum Amount") for payment of which sum the Bank binds
itself, its successors and assigns in accordance with the provisions of this
Bond.
WHEREAS
(A) The Kowloon-Canton Railway Corporation has issued a call for tenders
("Invitation to Tender") for the execution of certain works for Contract
No. LDB-201 (the "Contract");
(B) The DRAGAGES (HK) JOINT VENTURE, an unincorporated joint venture made of
Dragages et Travaux Publics HK (Ltd) and other associated companies (the
"Joint Venture") has been invited to submit a tender (the "Tender") to
the KCRC in response to the Invitation to Tender;
(C) As at the date hereof, the KCRC has or is about to award the Contract to
the Joint Venture and has required the Joint Venture to issue this Bond
in security for the Secured Obligation (as defined below);
(D) In this Bond, "Secured Obligation" means the obligation of the Joint
Venture to KCRC under the Contract to achieve Key Dates Key Dates ▇▇-▇,
▇▇-▇▇, ▇▇-▇▇, ▇▇-▇▇ and KD-20 (the "Relevant Key Dates"), at the date
when each respective Key Date is due to be achieved under the Contract
(taking into account any extension of time awarded to the Joint Venture
under the Contract).
NOW THE TERMS AND CONDITIONS of this Bond are:
1. The recitals herein form part of this Bond as an integral part of it.
2. Save if otherwise defined herein, terms and expressions defined in the
Contract shall carry the meaning assigned to them therein when used herein
with a first capitalized letter.
3. The Bank hereby irrevocably and unconditionally undertakes to pay to KCRC
monies for an amount up to *** against any of the Relevant Key Dates up to,
in aggregate, the Maximum Amount, upon receipt from KCRC of a written demand
signed by the Director, East Rail Extensions on behalf of the KCRC stating
that the Joint Venture has failed to
[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.
Page 1 of 3
achieve any, one, or number of the Relevant Key Dates in compliance with
the Secured Obligation without conditions or proof of default by the
Joint Venture.
4. The aggregate amount payable to KCRC by the Bank hereunder will be
determined by KCRC (subject always to the Maximum Amount) in such manner
as KCRC deems appropriate so as to hold KCRC harmless from any damages,
expenses and claims which KCRC has suffered or incurred or is likely to
suffer or incur as a result of a claim of a Project Contractor directly
caused by a failure of the Joint Venture to achieve any of the Relevant
Key Dates in compliance with its Secured Obligation.
5. The demand referred to in clause 3 above shall specify the amount or
amounts claimed under this Bond (the "Claimed Amount") and shall further
specify that the Joint Venture has failed to comply with its Secured
Obligation.
6. The liability of the Bank under this Bond shall remain in full force and
effect and shall not be affected or discharged in any way by, and the
Bank hereby waives notice of:
(a) any amendment to the Contract by agreement between the KCRC and
the Joint Venture or any concession or waiver by the KCRC in
respect of the Contract obligations; and
(b) any act or omission of the Joint Venture pursuant to any other
arrangement with the Bank.
7. The liability of the Bank under this Bond is limited to the Maximum
Amount and shall cease on whichever of the following events first
occurs:
(a) payment by the Bank under this Bond of the Maximum Amount;
(b) The Bank receives a confirmation issued by KCRC that the Joint
Venture has complied with its Secured-Obligation;
(c) 30 June 2007.
8. The Maximum Amount of this Bond shall reduce by *** upon the achievement
by the Joint Venture of each and every one of the Relevant Key Dates
9. This Bond shall automatically expire whether or not returned to the Bank
when the liability of the Bank ceases in accordance with clause 7.
10 The Bank acknowledges that KCRC 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 Bank or the Joint Venture being required.
[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.
Page 2 of 3
11. This Bond shall not be ceded or otherwise dealt with in any manner
whatsoever otherwise than with the previous consent of the Joint
Venture.
12. All documents arising out of or in connection with this Bond shall be
served upon the Bank, at [HK address].
13. The Bank may change its nominated address for service of documents to
another address in Hong Kong but only by prior written notice to KCRC
and the Joint Venture. All demands and notices shall be in writing and
in English.
14. This Bond shall be governed by and construed according to the laws for
the time being in force in the Hong Kong Special Administrative Region
and the Bank agrees to submit to the non-exclusive jurisdiction of the
Courts of the Hong Kong Special Administrative Region.
IN WITNESS whereof this Bond has been executed as a deed on the date first
before written.
THE COMMON SEAL OF )
[ ] )
was affixed hereto in the presence of: )
[STAMP]
Page 3 of 3
[LOGO] KCR [CHINESE CHARACTERS]
[CHINESE CHARACTERS] KOWLOON-CANTON RAILWAY CORPORATION
[CHINESE CHARACTERS]
Our Ref.: ERE/PRT/LDB201/TE110(El-386161) East Rail Extensions Division
24 October 2002
DRAGAGES ET TRAVAUX PUBLICS (HK) LTD. By Collection
▇▇▇▇ ▇▇▇▇▇
▇▇▇ ▇▇▇▇'▇ ▇▇▇▇
▇▇▇▇▇ ▇▇▇▇▇
▇▇▇▇ ▇▇▇▇
and
BOUYGUES TRAVAUX PUBLICS
▇▇▇▇ ▇▇▇▇▇
▇▇▇ ▇▇▇▇'▇ ▇▇▇▇
▇▇▇▇▇ ▇▇▇▇▇
▇▇▇▇ ▇▇▇▇
Attn.: ▇▇. ▇▇▇ ▇▇▇▇▇▇▇
Dear Sir,
Subject: KCRC East Rail Extensions
Contract No. LDB201 - Sheung Shui to ▇▇▇▇ Tau Tunnels
LETTER OF CLARIFICATION
1. In the event that the Kowloon-Canton Railway Corporation ("the
Corporation") elects to accept the Conforming Tender together with the
Options 1, 2, 3 and 4 (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, 2
and 3 thereto);
c) the General Conditions of Contract for Design-Build Works -
Civil (14 September 2001 Edition) (General Conditions) and
Special Conditions of Contract;
d) the Employer's Requirements consisting of the Particular
Specification; the General Specification for Civil Engineering
and Building Works; the Standard Specifications -Volumes 1 to 5;
ERE Design Criteria; the Standard and Directive Drawings; and
Reference Scheme Drawings; and
e) the Articles of Agreement upon execution by the parties,
[STAMP] [SIGNATURE]
[LOGO]
Page 1 of 8
Contractor: Dragages (HK) Joint Venture
KCRC East Rail Extensions
Contract No. LDB201 - Sheung Shui to ▇▇▇▇ Tau Tunnels
Letter of Clarification
other than items (a) and (e) above, all in the form contained in the
Tender Documents issued to you on 22 May 2002, as modified by Addenda
No. 1 and 2 thereto and as further modified by the terms of this Letter
of Clarification and its Attachments.
2. The corrected and revised Tender Total is (HK$2,800,243,277 (Hong Kong
Dollars Two Billion Eight Hundred Million Two Hundred Forty Three
Thousand Two Hundred and Seventy Seven).
3. The Pricing Schedule contained in 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.
4. The Schedule of Milestones contained in the Pricing Document included in
Appendix 2 to the Form of Tender shall be amended in accordance with
Attachment 2 to this Letter of Clarification.
5. The Interim Payment Schedule contained in the Pricing Document included
in Appendix 2 to the Form of Tender shall be amended in accordance with
Attachment 3 to this Letter of Clarification.
6. Annex 3 of the Pricing Document included in Appendix 2 to the Form of
Tender shall be amended in accordance with Attachment 4 to this Letter
of Clarification.
7. You confirm that the amended Insurance Policy and Employees'
Compensation Insurance contained in Attachment 5 to this Letter of
Clarification will replace the draft contained in Schedule 10 and
Schedule 11 Part B, respectively, of the General Conditions.
8. The Contractor's Proposals included in Appendix 3 to the Form of Tender
shall be amended in accordance with Attachment 6.
9. You confirm that you shall use a refurbished TBM manufactured by NFM
Technologies, France which was used on West Rail Contract DB-320 for
constructing the bored tunnels included in the Works and you shall not
vary the manufacturer or the specifications of the said TBM without the
prior consent of the Engineer.
[STAMP] [SIGNATURE]
Page 2 of 8
Contractor: Dragages (HK) Joint Venture
KCRC East Rail Extensions
Contract No. LDB201 - Sheung Shui to ▇▇▇▇ Tau Tunnels
Letter of Clarification
10. The Particular Specification included in the Specification of the
Employer's Requirements shall be amended in accordance with Attachment 7
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
and revised 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.
11. You confirm that the amended draft Short Term Tenancy Agreement in
Appendix HH to the Particular Specification contained in Attachment 7
will replace the draft issued under the Tender Addendum No. 1. Every
obligation, liability, duty and risk undertaken or assumed by the
Employer to third parties pursuant to the Employer's obligations which
are undertaken and assumed by the Contractor to the Employer shall
exclude any obligation for the Contractor to pay rent, fees, premium and
rates for the rights granted under the Short Term Tenancy Agreement.
12. You confirm that the amended Drawings as listed and included in
Attachment 8 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 and revised 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.
13. Without prejudice to the Contractor's obligations under Clause 56.6 of
the General Conditions, the Breakdown of On-Cost, included in Attachment
9 to this Letter of Clarification, shall form part of the Contract and
may be used for the purposes of the valuation of variations in
accordance with Clause 56 of the General Conditions.
14. 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 10. 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.
15. 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 BNP PARIBAS - Hong Kong
Branch, CREDIT AGRICOLE INDOSUEZ - Hong Kong Branch, CREDIT LYONNAIS -
Hong Kong Branch, Hong Kong and Shanghai Banking
[STAMP] [SIGNATURE]
Page 3 of 8
Contractor: Dragages (HK) Joint Venture
KCRC East Rail Extensions
Contract No. LDB201 - Sheung Shui to ▇▇▇▇ Tau Tunnels
Letter of Clarification
Corporation Limited, or such other financial institution as may be
approved by the Corporation.
16. A Parent Company Guarantee and a Parent Company Undertaking in the form
contained in Schedules 6 and 7 of the General Conditions of Contract to
be provided by you in accordance with Clause 14.1(b) of the General
Conditions of Contract shall be provided by Bouygues Construction S.A.
17. Pursuant to Clause 6 of the General Conditions and in accordance with
the requirements of the Employer's Requirements, you confirm that you
shall appoint:
a) ▇▇▇ ▇▇▇▇ & Partners Hong Kong Limited, or such other company as
may be reviewed without objection by the Engineer, as the
Designer to perform the design of the Permanent Works;
b) ▇▇▇▇▇▇ China 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; and
c) ▇▇▇ ▇▇▇▇ & Partners Hong Kong Limited, or such other company as
may be reviewed without objection by the Engineer, as the design
consultant for traffic management.
18. Without limiting any of the Contractor's obligations under the Contract
in particular under Clause 5 of General Conditions of Contract, and
without creating or placing any obligation upon the Employer, you shall
employ the subcontractors, whose names are listed in Attachment 11, or
such other companies for which consent of the Engineer has been obtained
in accordance with Clause 5 of the General Conditions of Contract, for
the Works. You shall not remove or replace any of the sub-contractors as
listed in Attachment 11, save with the prior consent of the Engineer,
such consent not to be unreasonably withheld in respect of any suitably
qualified and experienced replacement.
19. You confirm that you have no objection to the Date for Commencement of
the Works being deferred by sixteen (16) days to 1 November 2002, such
deferral to be confirmed in the Letter of Acceptance. For avoidance of
doubt, November 2002 would be Month 1 for payment purposes. The deferral
of the Date for Commencement of the Works by sixteen (16) days shall not
entitle you to receive any extension of time for substantial completion
of the Works or any Section or for the achievement of any Stage, nor
shall any adjustment be made to the Schedule of Milestones or the
Interim Payment Schedule contained in the Pricing Document, and you
shall not be entitled to receive any Cost pursuant to
[STAMP] [SIGNATURE]
Page 4 of 8
Contractor: Dragages (HK) Joint Venture
KCRC East Rail Extensions
Contract No. LDB201 - Sheung Shui to ▇▇▇▇ Tau Tunnels
Letter of Clarification
Clause 57 of the General Conditions or any further or additional payment
of whatsoever nature. You also accept that the Key Dates in respect of
the time for substantial completion of the Works and any Section and/or
achievement of Stages as set out in Appendix B to the Particular
Specification in Attachment 7 will remain unchanged.
20. The corrected and revised Tender Total as referred to in Paragraph 2
above is based upon the Conforming Tender and acceptance by the
Corporation of Options 1, 2 and 3 included in the Contractor's Proposals
and Option 4 for the programme improvement offer. You confirm that, if
awarded the Contract, you will submit all details pertaining to the
execution of the works under Options 1, 2 and 3 within 90 days from the
date of the Letter of Acceptance to demonstrate to the satisfaction of
the Engineer that the design proposals fully meet the railway
operational and statutory requirements, failing which you shall revert
to the Conforming Tender design and you shall not be entitled to receive
any Extension of Time for the substantial completion of the Works or any
Section or for the achievement of any Stage, and you shall not be
entitled to any increase to the corrected and revised Tender Total or
any further or additional payment whether by way of Cost or damages or
otherwise.
21. The Liquidated Damages for Delay included in Appendix 1 to the Form of
Tender shall be amended in accordance with Attachment 12 of this Letter
of Clarification.
22. You confirm that, if awarded the Contract, you shall develop your design
on the locations of the tunnel cross-passages as referred to in Clause
2.2.3 b provided that these cross-passages shall be at spacing intervals
not exceeding 240m and shall not require any additional procurement of
land. The development of your design of the cross-passages in this
manner shall be treated as part of your design development process and
shall not be construed as a Value Engineering exercise.
23. The Contractor shall design and construct the East and West emergency
access provisions as detailed on drawings nos. LDB-201/72/C03/561 Rev.
A, LDB-201/72/C03/562 Rev. A, LDB-201/82/C03/521 Rev. A and
LDB-201/82/C03/522 Rev. A. The Contractor shall carry out design
development, not Value Engineering, of these two emergency access
provisions and shall be responsible for seeking approval from all
Relevant Authorities. The Contractor shall implement the scheme as
approved by the Relevant Authorities.
24. You confirm that, if awarded the Contract, you shall use your best
endeavours in your development of the detailed design of the track
alignment to achieve a minimum separation of 5m between the proposed
emergency Lok Ma ▇▇▇▇ Uptrack centerline and the proposed permanent
East Rail Uptrack center line.
[STAMP] [SIGNATURE]
Page 5 of 8
Contractor: Dragages (HK) Joint Venture
KCRC East Rail Extensions
Contract No. LDB201 - Sheung Shui to ▇▇▇▇ Tau Tunnels
Letter of Clarification
25. In the event that you do not achieve any of the Key Dates KD6, 13, 16,
18 and 20, the Corporation is entitled to quantify any cost which the
Corporation becomes liable to pay to any follow on Project Contractors
and/or acceleration costs incurred by the Corporation in maintaining the
Project Contractor's original key dates. These costs shall be treated as
general damages which shall be set off against any payment the
Corporation shall make to the Contractor or be recovered as a debt from
the Contractor for an aggregate total of not exceeding *** in accordance
with the Special Conditions of Contract.
26. You shall submit to the Corporation an on-demand bond, for the sum of
*** to be issued by a financial institution approved by the Corporation
in respect of the achievement of Key Dates ▇▇▇, ▇▇▇▇, ▇▇▇▇, ▇▇▇▇ and
KD20. In respect of such bond, the bondsman shall irrevocably and
unconditionally undertake to pay the Corporation monies for an amount up
to *** upon receipt from the Corporation a written demand signed by the
Director, East Rail Extensions on behalf of the Corporation stating that
the Contractor has failed to achieve completion of any of the stated Key
Dates.
27. A number of matters included or referred to in this Letter of
Clarification and its Attachments amend various terms and provisions in
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.
28. You confirm that you have read the Tender Documents issued to you on 22
May 2002, Tender Addenda No. 1 and 2 inclusive and this Letter of
Clarification (and its Attachments) and you are satisfied that you
understand the provisions contained therein. You further confirm that
these documents have been taken into account in arriving at the
corrected and revised Tender Total referred to in Paragraph 2.
29. 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 representative of the Corporation
and your representatives, are hereby withdrawn and are of no 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.
[STAMP] [SIGNATURE]
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
Page 6 of 8
Contractor: Dragages (HK) Joint Venture
KCRC East Rail Extensions
Contract No. LDB201 - Sheung Shui to ▇▇▇▇ Tau Tunnels
Letter of Clarification
30. 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 who has submitted a tender to the Corporation in
respect of Contract No. LDB201 - Sheung Shui to ▇▇▇▇ Tau Tunnels.
31. Prior to the execution of the Articles of Agreement in accordance with
Clause 13.1 of the General Conditions, the Corporation shall prepare a
set of contract documents incorporating in the body of such documents
the amendments and modifications identified in this Letter of
Clarification and the Attachments hereto. 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.
32. By signing and returning to us this Letter of Clarification and its
Attachments, you expressly and unconditionally acknowledge, accept and
agree as follows:
32.1 that none of the matters listed in this Letter of Clarification
and its Attachments will entitle you to any amendment to the
corrected and revised Tender Total as set out in Paragraph 2
above; and
32.2 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 substantial completion of
the Works or any Section or the achievement of any Stage.
33. I should be grateful if you would confirm your acceptance of all matters
referred to in this Letter of Clarification and its Attachments hereto
by signing the duplicate and returning it to this office.
[STAMP] [SIGNATURE]
Page 7 of 8
Contractor: Dragages (HK) Joint Venture
KCRC East Rail Extensions
Contract No. LDB201 - Sheung Shui to ▇▇▇▇ Tau Tunnels
Letter of Clarification
Yours faithfully,
Agreed and accepted by
/s/ ▇ ▇ ▇▇▇ /s/ ▇▇▇▇▇▇ ▇▇▇▇▇▇▇
---------------------------------- ------------------------------
▇ ▇ ▇▇▇ ▇▇▇▇▇▇ ▇▇▇▇▇▇▇
Director, East Rail Extensions For and on behalf of
For and on behalf of the DRAGAGES ET TRAVAUX
Kowloon-Canton Railway Corporation PUBLICS (HK)LTD.
Agreed and accepted by
/s/ ▇▇▇ ▇▇▇▇▇▇▇
------------------------------
▇▇▇ ▇▇▇▇▇▇▇
For and on behalf of
BOUYGUES TRAVAUX
PUBLICS
KKL/JJ/ML/JT/KFN/AY/mh
[STAMP]
Page 8 of 8
Contractor: Dragages (HK) Joint Venture
KCRC East Rail Extensions
Contract No. LDB201 - Sheung Shui to ▇▇▇▇ Tau Tunnels
Letter of Clarification
SUMMARY OF ATTACHMENTS IN LETTER OF CLARIFICATION
Attachment 1 - Amendments to Pricing Schedule in Appendix 2 to Form of Tender
Attachment 2 - Amendments to Schedule of Milestones in Appendix 2 to Form of
Tender
Attachment 3 - Amendments to Interim Payment Schedule in Appendix 2 to Form
of Tender
Attachment 4 - Amendments to Annex 3 of Appendix 2 to Form of Tender
Attachment 5 - Amendments to Schedule 10 and 11 of the General Conditions
Attachment 6 - Amendments to Contractor's Proposals in Appendix 3 to Form of
Tender
Attachment 7 - Amendments to Particular Specification
Attachment 8 - Amendments to Drawings
Attachment 9 - Form C.10- Breakdown of On-Costs
Attachment 10 - Key Personnel for the Contract
Attachment 11 - Principal Domestic Subcontractors
Attachment 12 - Amendments to Liquidated Damages for Delay
[STAMP] [SIGNATURE]
ATTACHMENT 1
AMENDMENTS TO PRICING SCHEDULE
(Contents of these Amendments have been
incorporated in Appendix 2 to Form of Tender
of the Contract Documents)
[STAMP]
Contractor: Dragages (HK) Joint Venture Attachment 1
Contract No. LDB201 - Sheung Shui to ▇▇▇▇ Tau Tunnels
Attachment 1 to Letter of Clarification
Amendments to Pricing Schedule in Appendix 2 to Form of Tender
SUMMARY OF AMENDMENTS
PAGE REF. ITEM REF.
--------- ---------
PRICING SCHEDULE
PS.SUM1/2-2/2 . Amendments to Pricing Schedule Summary
A/3 . Adjustment to value of Cost Centre A for Option 2 - Amended
West Alignment
B/l . Adjustment to value of Cost Centre B for Option 1- Amended
East Alignment
C/l . Adjustment to value of Cost Centre C for Option 2 - Amended
West Alignment
D/1 . Adjustment to value of Cost Centre D for Option 2 - Amended
West Alignment
E/1 . Adjustment to value of Cost Centre E for Option 2 - Amended
West Alignment
F/1 . Adjustment to value of Cost Centre F for Option 2 - Amended
West Alignment
G/1 . Adjustment to value of Cost Centre G for Option 1 - Amended
East Alignment
K/1 . Omission of Item K6 -Track Level Transformer Room
L/1 . Adjustment to value of Cost Centre L for Option 2 - Amended
West Alignment
Q/2 . Rectify the Provisional Sum for Item Q11, ECI and ECIL
premium Total for Item Q11
R/1 . Rectify premium of ECIL from 8.3% to 9.3%
[STAMP]
LDB201 - LoC Page 1 of 1
ATTACHMENT 2
AMENDMENTS TO SCHEDULE OF
MILESTONES
(Contents of these Amendments have been
incorporated in Appendix 2 to Form of Tender
of the Contract Documents)
[STAMP]
Contractor: Dragages (HK) Joint Venture Attachment 2
Contract No. LDB201 - Sheung Shui to ▇▇▇▇ Tau Tunnels
Attachment 2 to Letter of Clarification
Amendments to Schedule of Milestones in Appendix 2 to Form of Tender
SUMMARY OF AMENDMENTS
PAGE REF. ITEM REF.
--------- ---------
SCHEDULE OF MILESTONES
SMI/24-24/24 . Amendment to IPS Milestone No., activity descriptions and
date for achievement of Milestone for Cost Centres A to Q
SM(O)1/1 . Amend ditto for Cost Centre R (Option 1)
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LDB201 - LoC Page 1 of 1
ATTACHMENT 3
AMENDMENTS TO INTERIM PAYMENT
SCHEDULE
(Contents of these Amendments have been
incorporated in Appendix 2 to Form of Tender
of the Contract Documents)
[STAMP]
Contractor: Dragages (HK) Joint Venture Attachment 3
Contract No. LDB201 - Sheung Shui to ▇▇▇▇ Tau Tunnels
Attachment 3 to Letter of Clarification
Amendments to Interim Payment Schedule in Appendix 2 to Form of Tender
SUMMARY OF AMENDMENTS
PAGE REF. ITEM REF.
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INTERIM PAYMENT SCHEDULE
Page 1 of 3 to . Amend Interim Payment Schedule in accordance with the
Page 3 of 3 revised Schedule of Milestones
IPS for Cost
Centre C . Stage Payment Schedule for Cost Centre C included
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LDB201 - LoC Page 1 of 1
ATTACHMENT 4
AMENDMENTS TO ANNEX 3
(Contents of these Amendments have been
incorporated in Appendix 2 to Form of Tender
of the Contract Documents)
[STAMP]
Contractor: Dragages (HK) Joint Venture Attachment 4
Contract No. LDB201 - Sheung Shui to ▇▇▇▇ Tau Tunnels
Attachment 4 to Letter of Clarification
Amendments to Additions and Amendments to Methods of Measurement in Annex 3
of Appendix 2 to Form of Tender
SUMMARY OF AMENDMENTS
PAGE REF. ITEM REF.
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PRICING SCHEDULE
D/6 . Rectify the ECIL premium from 8.3% to 9.3%
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LDB201 - LoC Page 1 of 1
ATTACHMENT 5
AMENDMENTS TO SCHEDULE 10 AND 11 OF
THE GENERAL CONDITIONS
(Contents of these Amendments have been
incorporated in the General Conditions
of the Contract Documents)
[STAMP]
Contractor: Dragages (HK) Joint Venture Attachment 5
Contract No. LDB201 - Sheung Shui to ▇▇▇▇ Tau Tunnels
Attachment 5 to Letter of Clarification
SUMMARY OF AMENDMENTS
PAGE REF. ITEM REF.
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INSURANCE POLICY
1 to 28 . Schedule 10 of the General Conditions - Policy of Insurance
Combined Contractor's All Risks and Third Party Legal
Liability
1 to 2 . Schedule 11, Part B of the General Conditions - Employee's
Compensation Insurance
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LDB201 - LoC Page 1 of 1
ATTACHMENT 6
AMENDMENTS TO CONTRACTOR'S
PROPOSALS
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Contractor: Dragages (HK) Joint Venture Attachment 6
Contract No. LDB201 - Sheung Shui to ▇▇▇▇ Tau Tunnels
Attachment 6 to Letter of Clarification
Amendments to Contractor's Proposals
SUMMARY OF AMENDMENTS
PAGE REF. ITEM REF.
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CONTRACTOR'S PROPOSAL
1 to 5 . Clarifications relating to the Contractor's Proposals
1 to 54 . TBM Outline Specification
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LDB201 - LoC Page 1 of 1
Contractor: Dragages (HK) Joint Venture
Clarifications Relating to the Contractor's Proposals
ITEM NO. DOCUMENT REF. SUBJECT NON-CONFORMITY ACTION REQUIRED
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1. Dwg. No. Civil/E&M - Two tunnel drainage pump sumps in the You confirm that the tunnel drainage
LDB-201/15/C03/106/E Bored Tunnels bored tunnel section are not located at system shall be designed to maintain
the local lowest points. This is positive drainage and the two tunnel
considered unsatisfactory. drainage pump sumps shall be located at
the tunnel lowest points.
2. Dwg. No. Civil/E&M - The kinematic envelope encroaches on the You confirm that the design of the bored
LDB-201/15/C03/107/E Bored Tunnels evacuation walkway clear zone in the tunnel shall comply with the requirement
canted track. that the evacuation walkway envelope is
cleared from the KE.
3. Dwg no. E&M - Tunnels Tunnel fire hydrant pipework is to be You confirm your undertaking to design
LDB-201/20/G10/004/E installed in covered walkway trench and construct the section of walkway
where the covered utility trench is
proposed by you.
4. Dwg no. E&M - West The proposed trackside services You confirm that the positions and
LDB-201/20/G10/008/E Approach arrangement for cut-and-cover tunnel at mounting levels of all trackside
West Approach open section does not services at West Approach open section
match with that of LCC-202 shown on shall be designed to match with those of
drawing no. LCC202/13/S01/900/A attached LCC-202 as specified in the Employer's
in the LCC-202/LDB-201 Interface Requirements.
Specification in PS Appendix P.
5. Dwg no. Civil - Bored The dimension of evacuation walkway clear You confirm that an evacuation walkway
LDB-201/20/G10/004/E Tunnels zone to be 1300mm(W) x 2200mm(H) clear zone of 1400mm(W) x 2200mm(H) as
instead of 1400mm(W) x 2200mm(H). specified in the Employer's Requirements
shall be provided.
6. Dwg no. Civil - East EVA to the East Portal Ventilation You confirm that the EVA crossing over
LDB-201/72/C03/107 Approach Building is to be constructed directly the watermains shall be designed and
over the diverted Dongjiang watermains. constructed in full compliance with the
requirements stipulated in Drawing No.
LDB-201/72/C03/501 and Clause 10.3 (g)
of the Particular Specification
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ITEM NO. DOCUMENT REF. SUBJECT NON-CONFORMITY ACTION REQUIRED
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so that the road crossing shall not
exert any additional superimposed
loading on the watermains.
7. Dwg no. Civil/E&M - The proposed bored tunnel space proving With reference to the drawing (no.
LDB-201/15/C03/107 Bored Tunnels will result in the OHL balance weight ER1460L/00/P47/006 Rev. A) included in
encroaching on the tunnel maintenance the DB-1460 Traction Power Supply & OHL/
walkway envelope, which deviates from LDB-201 Civil Works Interface
the requirements specified in Clause Specification, Section 4, PS Appendix P,
2.2.6e of the Particular Specification. the perpendicular distance between the
balance weight and tunnel wall
(excluding the 75mm construction
tolerance) can be reduced from 1500mm
(minimum) to 800mm (nominal). You
confirm that the design of the tunnels
shall comply with the aforesaid
alternative arrangement.
8. Section A.4.1 Design Civil/E&M - Walls adjacent to or in close proximity You confirm that the walls, access
Description - Tunnels to railway tracks are to be designed to panels, doors and associated structures
Appendix, clause resist a maximum train generated adjacent to or in close proximity to
2.5.2.11 pressure of 2.7kPa (unfactored). railway tracks shall be designed to
resist the maximum train generated
pressure which may be as high as 2.7kPa
(unfactored).
9. Section A.4.1 Design Civil/E&M - The storm water pumps at tunnel portal You confirm that the size of tunnel
Description - Portal Drainage will be sized for a flow equal to the 10 water sumps at tunnel portal shall be
Appendix, clause 8.2 minutes interval either side of the based on 20 minutes retention for a 200
1:200 year peak flow and the sumps will year peak flow according to clause 20.15
be designed for this retention volume, of the PS.
which is a deviation to the Employer's
Requirements.
10. Section A.4.1 Civil - Bored TBM bored tunnel is defined as You confirm that the design and
Paragraph 11.5.2 Tunnels structural category B in lieu of construction of the bored tunnels shall
category A with respect to comply with the category A
watertightness requirements. watertightness standard as stipulated in
the Employer's Requirements.
11. Section A.4.1 Design Civil/E&M - Walkway trenches will be provided at the You confirm your undertaking to design
Description - Tunnels cross passages and for the cable entry and construct the section of walkway
Appendix, clause 12.3 to the tunnel transformer rooms for the where the covered utility trench is
power proposed by you.
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ITEM NO. DOCUMENT REF. SUBJECT NON-CONFORMITY ACTION REQUIRED
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cable and systemwide cable runs.
12. Option 1 Civil - East Proposed to install a diamond crossover You confirm that in the event that the
Approach at approximate chainage 30+240, however, proposed diamond crossover is not
the proposed diamond crossover would accepted, two turnouts shall be used to
have an impact on the operation of the replace the diamond crossover.
railway, in particular the existing East
Rail line in terms of reliability and
maintenance.
13. Option 2 Civil - West Proposed to move the WPVB EAP westward You confirm that in the event that the
Approach by approximately 80m without adding a proposal is not accepted by the Relevant
cross-passage. The proposal has deviated Authorities, you will revise your
from the requirements stipulated in proposals to comply with the Employer's
Clauses 2.2.3 b. iv. of the Particular Requirements and to meet with the
Specification contained in the Employer's statutory approval.
Requirements.
14. Option 3 E&M - Bored A LV 380V power distribution system with You confirm that you will provide the
Tunnels transformer rooms at ventilation following information for the Engineer's
buildings/EAPs is proposed to replace review:-
the 3.3kV tunnel power distribution a) Detailed voltage drop calculations
system and associated two underground for all types of load in tunnels
intermediate transformer rooms in the and EAPs to substantiate that his
bored tunnel section. The LV system will proposal is technically feasible.
also be provided by simply enlarging the b) Details of LV cable arrangement for
sizes of power supply cables so as not the most congested tunnel section to
to exceed voltage drop of 4%. indicate impact of LV cables
enlargement.
c) The proposal of dual feed power
supply (from any two ventilation
buildings) for the tunnel sump pumps
together with voltage drop
calculation.
15. Section A.4.1 Design Civil - Kwu The design crack width calculation will You confirm that the acceptability of
Description - Tung Enabling be based on the distance equal to the the proposed design deviation shall be
Appendix Paragraph Works minimum cover from the outer subject to the design review process and
2.3 Table 2.2 Item reinforcement bars and the nominal cover the KCRC's internal signoff procedures.
S001 adopted will be based on Table 20 of the
SDMHR. This deviates [ILLEGIBLE]
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ITEM NO. DOCUMENT REF. SUBJECT NON-CONFORMITY ACTION REQUIRED
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from ERE Design Criteria Chapter 2 Cl.
3.3.1 which requires the design crack
width at the surface not to exceed the
values given in above mentioned Table.
16. Section A.4.1 Design Civil - Kwu Tension piles will not be designed for You confirm that the acceptability of
Description - Tung Enabling crack width which deviates from ERE the proposed design deviation shall be
Appendix Paragraph Works Design Criteria Chapter 2 Cl.3.3.1. subject to the design review process and
2.3 Table 2.2 Item the KCRC's internal signoff procedures.
S002
17. Section A.4.1 Design Civil - Kwu Mini-piles will not be designed for You confirm that the acceptability of
Description - Tung Enabling crack width which deviates from ERE the proposed design deviation shall be
Appendix Paragraph Works Design Criteria Chapter 2 Cl.3.3.1. subject to the design review process and
2.3 Table 2.2 Item the KCRC's internal signoff procedures.
S003
18. Section A.4.1 Design Civil - Kwu Propose to increase the PFA content to You confirm that the requirement of
Description - Tung Enabling 35% and cementitious content to ▇▇▇ ▇▇▇▇▇▇▇▇ ▇▇ ▇▇. 2.2 shall be followed
Appendix Paragraph Works kg/m3 for permanent diaphragm walls. i.e. subject to the consent of Buildings
2.3 Table 2.2 Item (Permanent Department be obtained.
S004 Works)
19. Section A.4.1 Design Civil - Cut & The design crack width calculation will You confirm that the acceptability of
Description - Cover Tunnels be based on the distance equal to the the proposed design deviation shall be
Appendix Paragraph (Permanent minimum cover from the outer subject to the design review process and
2.3 Table 2.2 Item Works) reinforcement bars and the nominal cover the KCRC's internal signoff procedures.
C001 adopted will be based on Table 20 of the
SDMHR. This deviates from ERE Design
Criteria Chapter 2 Cl.3.3.1 which
requires the design crack width at the
surface not to exceed the values given
in above mentioned Table.
20. Section A.4.1 Design Civil - Cut & Propose to increase the PFA content to You confirm that the requirement of
Description - Cover Tunnels 35% and cementitious content to ▇▇▇ ▇▇▇▇▇▇▇▇ ▇▇ ▇▇. 2.2 shall be followed
Appendix Paragraph (Permanent kg/m3 for permanent diaphragm walls. i.e. subject to the consent of Buildings
2.3 Table 2.2 Item Works) Department be obtained.
C003
21. Section A.4.1 Design Civil - Bored Propose to accept the "Segment Technical You confirm that the acceptability of
Description - Tunnels Specification" of document no. the Contractor's Proposal shall be
Appendix subject to the
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ITEM NO. DOCUMENT REF. SUBJECT NON-CONFORMITY ACTION REQUIRED
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Paragraph 2.3 Table DB320/510/901B, which was accepted design review process and the KCRC's
2.2 Item T001 in West Rail Contract DB320, for ERE internal signoff procedures.
project.
22. Section A.4.1 Civil - Bored Propose to accept the "PCC Segmental You confirm that the acceptability of
Design Description Tunnels Linings Durability Issues" of document the Contractor's Proposal shall be
- Appendix no. DB320/510/900B, which was accepted subject to the design review process
Paragraph 2.3 Table in West Rail Contract DB320, for ERE and the KCRC's internal signoff
2.2 Item T002 project. procedures.
23. Section A.4.1 Civil - Bored Items on segment design are proposed You confirm that the acceptability of
Design Description Tunnels including the Contractor's Proposal shall be
- Appendix i) fixings operations subject to the design review process
Paragraph 2.3 Table ii) possible drilling areas and the KCRC's internal signoff
2.2 Item T003 iii) depth of anchorage procedures.
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ANNEX A
TBM PROPOSAL
[STAMP]
SUMMARY OF MULAN
(Or New TBM)
TECHNICAL SPECIFICATION
(Summary)
PRESENTATION
.. Manufacturer : NFM Technologies - Framatome
.. Type : Mixed shield: open or closed mode (EPB, air)
.. Cutter head : 8 arms
.. Cutter tools : 282 drag teeth, 61 disk cutters
.. Electrically powered, variable speed with vector flow control
.. Containment : compressed air or earth pressure, 3 bar maximum
.. Spoil evacuation : for open mode => retractable conveyor
: for closed mode => screw conveyor
.. Erector : 6 degrees of freedom, rotation +/- 220DEG.
.. Trailing train : 6 trailers + 1 extra added for the 2nd drive
.. 2, 4-men airlocks + 1 emergency airlock
SPECIFICATIONS
.. Excavation diameter : 8.75 m. with new disk cutters (18.5")
.. Shield length : 12.4 m
.. Total length : 100 m
.. Shield weight : 800 t
.. Total weight : 1460 t (including all gantries & Cutter Head)
.. Installed capacity : 4100 kVA
.. Cutter head motor : 9 x 250 kW(2250 kW)
.. Thrust and stroke : 13 pairs of cylinders x 2650 mm
.. Total Thrust : 66000 kN
.. Articulation : 11 cylinders x 300 mm
.. Head rotation speed : 0 to 3 rpm
.. Max. nominal torque : 14200 kNm at 1.2 rpm
.. Max. break out torque : 17750 kNm at 1.2 rpm
.. Max. speed of advance : 8 cm/min. (using all thrust cylinders)
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Kowloon-Canton Railway Corporation East Rail Extensions Contract No. LDB-201
9 August 2002 Sheung Shui to ▇▇▇▇ Tau Tunnels
APPENDIX V
MULAN TECHNICAL SPECIFICATION
[52 PAGES]
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[LOGO] [LOGO] [CHINESE CHARACTERS] Tender Submission PART
Dragapes (HK) Form T.7 Preliminary Method Statement
Joint Venture LDB-201/17/CMS/100-B Appendix
Bouygues TP Sheung Shui to ▇▇▇▇ Tau Tunnels July ▇▇▇▇
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PLp TECHNICAL SPECIFICATIONS FOR TBM & BACKUP
Contract No. LDB-201
SHEUNG SHUI TO ▇▇▇▇ TAU
TUNNELS
CLOSED-FACE MACHINE
- TECHNICAL SPECIFICATIONS -
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PLp TECHNICAL SPECIFICATIONS FOR TBM & BACKUP
1. SUBJECT OF CONTRACT
This contract concerns the supply of a shield-type tunnel boring machine
and its back-up, the whole being called "the machine", for driving the
Contract LDB-201, Sheung Shui to ▇▇▇▇ Tau Tunnels in Hong Kong and
erecting its final lining.
2. BASIC ASSUMPTIONS FOR DESIGN OF THE SUPPLY
2.1. SHIELD
2.1.1. TYPE OF TBM
The tunnel boring machine shall be a dual-mode full-face
machine capable of working in closed mode, either under
compressed air or earth-pressure balance, the screw conveyor
being used to remove muck from the face in both cases.
The tunnel lining will be precast reinforced-concrete
universal segments. The lining shall be erected by a machine
behind the shield.
2.1.2. GENERAL STRUCTURE OF SHIELD
2.1.2.1. GENERAL PRINCIPLES
The structure of the shield shall consist of a front section
and a tail joined by a passive articulation.
The shield structure shall be that of a hard-rock TBM, i.e.
extremely tough and rigid.
The design shall be such that transport, erection,
dismantling, and transfer are easy. The individual units for
these operations shall be assembled together with bolts
(except for the tailskin). Joins between areas subject to
confinement pressure and areas at atmospheric pressure shall
be sealed by welding.
The thrust exerted against the lining ring shall be
transmitted directly to the cutterhead bearing by the
structure of the front cutterhead unit.
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Holes and injection tubes shall be provided in the front
section and rear gripper unit to allow for "lubrication" of
the annular space around the TBM and settlement compensation
with bentonite slurry or other products, if necessary.
Open holes, extended by tubes if access so requires, and
fitted with full-flow valves with an inner diameter of 60
mm, shall be provided through the ▇▇▇▇▇▇▇ of the TBM at 2 m
intervals around the circumference, in three different
"rings" (as close as possible behind the sealed bulkhead, in
the middle unit, and in front of the tailskin) to allow for
any emergency work such as grouting that might be required.
The pipework for utilities shall be fitted in the workshop. Couplings
shall be provided between separate units designed to be dismantled.
2.1.2.2. GENERAL DIMENSIONS OF THE SHIELD
Mains dimensions:
. Excavation diameter : 8.75 m
. Shield diameter : 8.71 m
. Shield length : 12.44 m
. Total weight with Back up : 1200 T
2.1.2.3. DESIGN OF SHIELD STRUCTURE
The type of construction materials and the design of the
structure, together with its equipment, shall take account
of working conditions in abrasive, soft, composite, and hard
ground, a nominal confinement pressure (i.e. at
mid-diameter) of 0.3 MPa and an accidental confinement
pressure of 0.6 MPa, as well as ground and water loading
defined by the Supplier on the basis of the assumptions of
Article 3.1. and the geological report.
NB: The assumptions and calculations shall be subject to
approval of the Consortium throughout the design period and
up to day D + 1 month.
2.1.2.4. PACKAGING
The minimum number of bolt-assembled units of the structure
is determined by the operations covered in (3.2.2.) 2.1
The maximum unit weight of individual assemblies shall be
145 tonnes.
2.1.2.5. ARTICULATION
The passive articulation shall consist of a series of
interconnected hydraulic cylinders.
It shall be designed for the minimum radius of the tunnel
and the length of lining rings (plus functional play).
The interface between both parts of the articulation shall
be as follows:
. Outer shield: cylindrical
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. Inner shield: spherical
The cylinders necessary for movement of the articulation are
designed to resist ground friction, cavity grout extruded
along the tailskin, and friction of the tailskin seal
against the outside of tunnel lining segments. To this shall
be added an assumption for forces resulting from a cutter
lost from the cutterhead becoming jammed between the
tailskin and the ground: i.e. 30% of the total thrust below
35 MPa.
Eight elongation sensors shall give the position of the
front section relative to the tail shield. This position
shall be accurate to within +/- 1 mm. Provision shall be
made for automatic reset to cancel out cumulated reading
errors if necessary. The data given by the sensors shall be
displayed in the operating cab and shall be available to the
guidance system at all times. Machine thrust shall be
stopped when an adjustable elongation threshold is reached.
The articulation seal shall be designed to withstand
continuous nominal hydrostatic load of 0.3 MPa and
accidental load of 0.6 MPa. Seal elements shall be
permanently and automatically lubricated with grease by
means of a sequential system.
Skin elements shall be chamfered on each side of the
articulation.
A "fishscale" deflector shall protect the articulation
against external aggression. The cavity thus formed shall be
permanently, automatically, and sequentially injected with
tailskin mastic.
2.1.2.6. STABILIZERS AND GRIPPERS
Two active, sliding "stabilizers" shall be fitted to the
front section for tunnelling in hard rock. By maintaining
constant pressure against the ground (and not by extending),
they shall:
. stabilize the shield during boring, and
. guide the shield.
They shall be of a design consistent with soft rock (Rc > 20
MPa) as well as hard, abrasive rock.
Each stabilizer shall be fitted with an elongation sensor
accurate to within +/- 5 mm and a total-retraction
indicator. Automatic reset shall cancel out cumulated
reading errors, if necessary.
Static grippers shall be fitted at the front of the tail
section. In hard ground (i.e. Rc > 20 MPa), they shall make
it possible to:
. back-off the front section by about 15 cm (by
means of the articulation cylinders) to enable
cutter replacement.
The grippers shall be designed on the basis of the following
assumptions:
. coefficient of friction of the front section
against the ground = 0.50
. coefficient of friction between the gripper
and rock = 0.30
Each gripper of the rear section shall be fitted with a
retraction indicator. Safety interlocks shall prohibit
machine advance if they are not retracted.
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PLp TECHNICAL SPECIFICATIONS FOR TBM & BACKUP
2.1.3. CUTTER HEAD AND CHAMBER
2.1.3.1. GENERAL
The cutterhead and the cutterhead chamber shall be designed
in accordance with the problems arising out of the types of
ground encountered.
The cutterhead shall be slightly offset to the top to take
account of the minimum overcut.
The design of the cutterhead and its centre section shall be
studied with particular attention in order to avoid
clogging, particularly by clay and weathered (clayey)
granite.
Openings in the cutterhead shall be organized so as to
restrict the size of blocks to the size that can be handled
by the screw and belt conveyors, and in order to provide a
safe working environment for staff with respect to falling
blocks and potential collapses during maintenance operations
at the face. The design of openings shall facilitate
conveyance of spoil from the face.
The front face and the rear flange (in contact with the
leading edge of the shield) shall be treated to resist
abrasion (especially at the edge).
An adjustable device shall monitor, limit to the design
assumptions and permissible nominal loads on the materials,
and signal to the operating cab the forces and eccentricity
of forces on the cutterhead, bearing, and cutter discs.
There shall be two manholes to gain access in front of the
cutterhead (if necessary).
Any openings that do not go through the cutterhead shall be
closed off.
The cutterhead shall be fitted with a detector of disccutter
breakage.
Two sets of two 3" x 2" openings with attachment flanges and
full-flow valves shall be provided in the bulkhead for
connection of various utilities required during work in the
cutterhead chamber.
. In open mode, a face-spray system shall be provided to
keep down dust from the moment it forms.
2.1.3.2. CUTTERHEAD DRIVE
The installed power on the cutterhead shall be > 2250 kW.
The cutterhead speed shall be adjustable between 0 and at
least 3 rpm.
The maxi torque will > 14200 kNm
The unlocking torque will > 17750 kNm
The cutterhead drive shall allow very slow rotation
(inching) for replacement of cutters. The
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drive may be hydraulic, in which case it shall be supplied
separately from other plant in order to enable maintenance
to continue during tool changes.
The cutterhead shall work in both directions in order to
compensate "roll" caused by the cutting torque.
2.1.3.3. HARD-FACING OF CUTTERHEAD (front face)
The cutterhead face will be protected on the periphery with
Anti wearing plates in hard steel.
The rest of the cutterhead face will be protected with
hard-facing
2.1.3.4. CUTTER DISCS
Cutter discs shall be the single type, of large diameter (18
inches) and at least 28 tonne capacity. The cutterhead shall
be dressed as follows:
. Standard part: twin discs, Nos 1 to 12, at centres
of no more than 100 mm
. Centre area: 1 disc per concentric groove at
centres of about 80 mm
. Edge area: 1 disc per concentric groove at centres
of 25 to 80 mm.
. On the second groove from the edge: 2 discs at
least 2.5 cm from the outer diameter of the
shield.
. On the outermost groove: 3 adjustable (using
shims discs for overcutting 2 to 5 cm outside the
radius of the front section of the shield.
. Triple discs (and more) shall be avoided as far as
possible.
The cutter discs shall be adapted to the different ground
types encountered and to the different operating modes
defined above.
Cutter-disc hubs shall be made from abrasion-resistant steel
and shall be protected if the discs are not mounted
permanently or temporarily (in soft ground for example).
The disc recess shall be protected from abrasion by
hard-face inserts welded to the front face of the
cutterhead.
Discs shall be the "KCR DB 320" type or similar approved by
the Purchaser.
2.1.3.5. CUTTERS FOR SOFT GROUND
Static cutters for soft ground shall be placed along the
arms, 40 mm behind the disc cutters. Their shape and
position shall be such that they facilitate cutting and
evacuation of material between the grooves cut by the discs
in alluvial ground.
Unless special provision is made, the forces exerted on the
static cutters by cutting action shall transmitted directly
to the cutterhead structure such that no load is exerted on
the fixing bolts.
The cutters shall be fitted with tungsten carbide inserts.
There shall be a large opening in the
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cutterhead behind them to guarantee easy evacuation of soil
shavings. The rear face of the cutters shall also be
protected by tungsten-carbide inserts.
Cutters shall be designed on the basis of the Purchaser's
experience. The Purchaser shall provide a sketch on Do + one
week.
2.1.3.6. OVERCUTTING IN SOFT GROUND
Adjustable Gauge cutter filed on the cutterhead periphery
shall enable overcutting by up to 2.5 cm beyond the outer
diameter of the front section of the shield in soft ground.
2.1.3.7. REPLACEMENT OF CUTTERS
1) Attachment
For safety reasons, cutters (discs, teeth, picks) shall
be fitted and removed from the inside of the cutterhead.
Cutting forces shall be transmitted to the supports and
not to fixing bolts.
2) Replacement
Discs and other cutters shall generally be replaced under
compressed air.
A containerized handling system shall be provided for
supplying cutter discs from the supply wagons in the
tunnel to the place of fitting in the cutterhead.
The supply shall include all lifting gear and apparatus
and special tooling for fitting and removal of cutters by
two teams of two men and one assistant in accordance with
the required performance levels.
Cutters shall be transferred to the cutterhead chamber
through two equipment airlocks so located as to serve
both fitting teams. The unit storage capacity of the
airlocks shall be 4 new discs and 4 old discs.
Each airlock shall be equipped with mechanized supply and
removal conveyors to enable both teams to work
simultaneously. Equipment for access, movement, handling,
and positioning inside the cutterhead chamber shall be
easy to set up and remove for tunnelling.
Everything necessary shall be provided in the transfer
chamber of the personnel airlock to minimize the time
required for preparation for works in and withdrawal from
the cutterhead chamber. In particular, the following
shall be provided:
. Fixed supply of water, compressed air, and
electricity
. Lighting
. Connectors for welding cables.
These utilities shall be directly accessible at two places
inside the cutterhead chamber, with quick connect/disconnect
couplings that shall be protected by easily removable
hard-face inserts during excavation.
Provision shall be made for control of slow cutterhead
positioning rotation (inching) from inside
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the transfer chamber of the personnel airlock.
2.1.3.8. MIXING OF SPOIL
The cutterhead chamber shall be shaped to mix spoil and
additives.
There shall be a system for injection of water, foam and/or
bentonite slurry over the front face of the cutterhead, in
the cutterhead chamber, and in the spoil extraction screw.
2.1.3.9. MAIN BEARING
The assumptions made by the Supplier in designing the
bearing are appended hereto (chart of forces and moments).
The subcontracting supplier's certificates of compliance and
inspection shall be presented to the Purchaser.
Provision shall be made for replacement of the bearing in
the tunnel in accordance with the Supplier's procedure
appended hereto.
The bearing shall be guaranteed by the Supplier for the
duration of the project and 10 000 he of working.
The lubrication circuit shall be designed to prevent oil
(possibly contaminated) from the ring gear entering the
bearing cavity.
Lubrication of bearing and ring gear:
. The bearing shall be lubricated by a pressurized
oil circulation system with filters
. The bearing lubrication circuit shall be
automated. Its flowrate, pressure, and filters (25
micrometres maximum) shall be permanently
monitored.
The oil flowrate, recommended viscosity, and lubrication
system adopted shall be approved by the bearing supplier.
The ring gear shall be lubricated by an oil-splash system
and by high-flow spray of filtered oil (60 to 80 1/min). The
bearing lubrication circuit shall be automated. Its
flowrate, pressure, and filters (150 micrometres maximum)
shall be permanently monitored.
Provision shall be made for total drainage of the
bearing/ring gear cavity if the oil has to be changed.
Inspection hatches shall be provided for checking the
condition of the motor drive gears and the teeth of the ring
gear.
Load case for bearing design calculations shall be:
. Axial load: 1680 tonnes
. Eccentricity of axial load: 1 metre
. Rotation speed: 3 rpm
. Duration of load: 70% of total time
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2.1.3.10 HEAD SEALS
Head seals and mating surfaces shall be designed for the
duration of the tunnel drives and shall be guaranteed for
this same time.
Provision shall be made for replacement of the seals in the
tunnel in accordance with the Supplier's procedure.
An automatic joint greasing, cooling, and inspection system
controlled from the operating cab shall guarantee seal
resistance for the duration of the project.
Provision shall be made on the cutterhead chamber side to
allow for rapid fitting of a complete emergency seal in the
event that the main seal shows signs of weakness, and for
lubrication of the seal cavity.
The head seal shall be lubricated by an automated
pressurized greasing system with monitoring equipment. Each
cavity shall have grease and oil sampling points.
The first-line seal shall be protected from contact with
spoil in the cutterhead chamber by a mastic injected into a
cavity sealed by a labyrinth seal with machined mating
faces.
Provision shall be made for backup lubrication of headseal
cavities by means of circulating oil if the grease is found
to be contaminated, for example.
2.1.2.4. CONFINEMENT AND EXTRACTION OF SPOIL
Closed mode:
Since the type of ground expected to be encountered may have
zero cohesion and be under water, it will be necessary to
establish confinement pressure to support the face and hold
back the water in the ground.
The confinement methods are as follows:
. Earth-pressure balance
. Compressed air
With earth-pressure-balance confinement, the machine shall
be capable of creating, measuring, monitoring, and
constantly maintaining the pressure at a selected value
between 0 and 0.3 MPa (at machine mid-height) with a
tolerance of -0 / + 0.05 MPa. With compressed-air
confinement, two systems based on "Samson" type regulators
shall adjust the pressure to the required value with
accuracy better than +/- 0.01 MPa; the air flowrates through
the regulators shall be indicated in the operating cab.
To make the spoil in the cutterhead chamber plastic,
additives and/or water shall be mixed into it as soon as it
is cut from the face by injecting from the front face of the
cutterhead. Additional mixing shall be done in the
cutterhead chamber by fixed and rotating vanes
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especially in the central part.
For this, it shall be possible to control simultaneous or
sequential injection of foam and/or bentonite slurry into
the cutterhead from 9 points (5 at the face, 2 in the
cutterhead chamber, and 2 in the extractor screw) on 7
separate injection lines. The rotary union shall have 7
lines for these products. The openings on these lines shall
be fitted with membrane-type valves and may also be fitted
with a threaded cap.
In addition, it shall be possible to inject 0 to 30 m/3//h
of water into the central portion of the cutterhead chamber
by means of two 1" diameter nozzles (with check valve).
Speed adjustment of the screw conveyor for extracting spoil
from the chamber, together with permanent adjustment of
opening of the discharge gate, shall be used to form a
watertight plug while continuously discharging spoil
plasticized by additives.
The capability to form an efficient plug in the screw
conveyor will depend on the design of the equipment and the
characteristics of the mixture of spoil and added slurry.
By virtue of a "V" shape and gear for progressive control of
its opening, the rear gate of the screw conveyor shall
provide perfect control of the rate of extraction. Gate
closure time shall be 3 seconds. Independent backup systems
(independent of normal operating systems) shall be provided
to close the gate under any circumstances (break on
hydraulics line, power failure, jamming, etc.).
The backup system closure time shall be less than 5 seconds.
The rear gate shall have a system to compensate wear without
removal.
A video circuit shall provide imagery of the spoil in the
cutterhead chamber (2 rear-facing cameras in the cutterhead
face, in hard-faced boxes), at the screw conveyor discharge
point, and at the transfer points on the conveyor belts.
The screw conveyor, its casing, and its hatches and gate
shall be designed to resist abrasion. The screw shall be
fitted with wear parts at its edges. The screw and casing
shall be guaranteed for the duration of tunnelling on the
project.
It shall be possible to inspect and disassemble the screw
and the casing in open and closed modes. .
A door shall be provided at the head of the casing; its
design shall guarantee closure under any circumstances.
Removable hatches and handling equipment shall provide
direct access to wear parts or hard-facing of the screw and
casing for maintenance purposes.
It shall be possible to "telescope" the screw relative to
the casing (in open and closed mode) in order to provide
clearance for the forward door and direct access via the
hatches.
To enable maintenance of wear parts of the screw casing
under conditions acceptable for machine operation:
. All parts of the casing shall be repairable without
removal of the screw, except for the telescopic part
(casing repair)
. However, the first metre of the casing (forward end,
measured along the bottom of the casing) may be
maintained from the bottom of the cutterhead chamber
(under pressure
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if necessary)
. The casing shall retract a few centimetres, using
hydraulic cylinders, in order to allow the forward door
to close.
. If it is possible to rotate the casing 120DEG. in less
than twenty minutes, there need be only three hatches in
a single row along the casing.
To ensure confinement of the excavation around the TBM, the
shield shall have six holes for injection of bentonite
slurry arranged transversally half way along its length. The
injection holes shall be fed by a bentonite slurry pump with
discharge that can be adjusted between 0 and 15m/3//hour, a
rotary sequential distributor, and a system for management
and control from the operating cab and for safety with
respect to pressures.
The watertight bulkhead shall be fitted with eight pressure
sensors suitable for the earth-pressure environment. They
shall be arranged symmetrically on each side of the vertical
axis, at 12 o'clock, 2 o'clock, 3 o'clock, and between 4 and
5 o'clock (the two sensors at 12 o'clock shall be less than
50 cm from the outer edge of the shield).
Screw conveyor data:
. Type : axial type fitted with
anti-wear protection
. Number of pitch : 17
. Casing inner diameter : 900mm
. Maximal discharge capacity : 520 m/3//h
. Maximum speed: : 22 rpmn
. Installed power : 396 kW
. Maximum torque : 156 kN.m
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2.1.2.5. TBM THRUST
2.12.5.1. GENERAL (dimensions)
TBM thrust shall be provided by 13 pairs of cylinders, i.e.
two pairs for each standard lining segment and one for the
key segment.
Total maximum thrust : 66 000kN
Installed power : 110 kw
The position of the cylinders (and therefore of the segments
in each ring) shall be specified by the Purchaser in month D
+ 1.
The thrust shall be transmitted to the segments by 13
bearing pads, i.e. one for each pair of cylinders. The pads
shall be protected by an elastic cover of a hardness
consistent with the forces applied and the strength of the
concrete segments.
Cylinder thrust shall be centred on the neutral axis of the
bearing face of the ring.
A mechanical system shall ensure that the cylinders of each
pair are retracted simultaneously.
The pads shall be mounted on auto-balanced swivel joints and
shall be free to move in two planes, though their range of
angular movement will be limited. Their surface area shall
limit the maximum pressure exerted on the concrete to 15
MPa.
A mechanical system shall hold the cylinders when they
retract and shall centre them on the segmental lining ring
when they are positioned against it.
Minimum speeds for simultaneous actuation of four cylinders:
. Retraction: 300 cm/min.
. Extension: 85 cm/min.
Minimum speeds for simultaneous actuation of 26 cylinders:
. Extension: 8 cm/min.
During excavation, it shall be possible to de-activate each
pair of cylinders from the operating cab. De-activation
shall be displayed on the control console.
2.1.2.5.2. STEERING
To steer the TBM, the pressures of the hydraulic circuits
supplying the cylinders shall be divisible between four
sectors.
The pressures of these four groups shall be adjustable from
the TBM control console by means potentiometers.
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2.1.2.5.3. LINING ERECTION
During lining erection, the pads shall be held against the
segments with pressure sufficient to hold the segments
safely and to compress the seals between rings, but
insufficient to move the TBM forward and damage the erector
at the end of erection of each segment.
To achieve this requirement, operation of the thrust
cylinders shall be managed under two hydraulic states:
The first, or "high-pressure", state shall manage the TBM
propel thrust ("excavation" mode).
The second, or "low-pressure", state shall keep the unused
cylinders in contact with the segments at a pressure that
can be adjusted from 5 to 10 MPa ("erection" mode).
2.1.2.5.4. MEASURING THRUST CYLINDER EXTENSION
Eight magnetostrictive sensors shall permanently measure TBM
advance to within less than +/-0.1 mm. The PLC shall
transmit this data at a rate to obtain precise indication of
speed in mm/min.
The sensors shall be fitted symmetrically relative to the
TBM axes:
. either in eight "dummy cylinders"
. or in eight thrust cylinders, in which case it
shall be possible to remove them in situ without
having to remove the cylinder or any other part.
Provision shall be made for automatic reset to cancel out
cumulated reading errors if necessary.
The data provided by these sensors shall be saved
permanently. It shall be displayed in the operating cab and
shall be available at all times for the machines navigation
and guidance system.
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2.2.2.6. LINING ERECTION
2.1.2.6.1. SUPPLY
A magazine-feeder on the tunnel invert shall provide storage
and supply of a full ring or segments at the erector's
pickup point.
The magazine-feeder shall enable the segments to be returned
in the event (accidental) that one of them is rejected for
any reason (quality for instance).
2.1.2.6.2. ERECTOR
1) Segments: Average length of ring = 1.80 m
The segment erection machine shall be designed to
install the reinforced concrete segments and, if need
be, remove them to release the tailskin.
The design of the lining rings makes it necessary to
provide sufficient distance--550 mm--for inserting the
key segment. The compressive force required on the
longitudinal gasket is 6 tonnes, to which must be added
the selfweight of a segment when erecting from the
bottom up.
2) Characteristics
A suction system shall be used for gripping segments. No
manual action shall be required to grip segments.
Two light beams shall target marks on the segments and
help the operative guide the erector arm.
The erector shall be able to rotate 220DEG. in both
directions.
The erector and the gripping system shall be capable of
making the following movements:
. translation parallel to the tunnel axis
. rotation about the tunnel axis
. radial displacement
. rotation about a tangent to the tunnel lining
(longitudinal positioning)
. rotation about a line along the tunnel lining
(transverse positioning).
The erector and the gripping system shall be
automatically protected against movements and forces
resulting from segment approach and pressurization of
the thrust cylinders.
The speed of rotation and radial displacement shall be
variable (proportional distributors). Other movements
shall be controlled by a progressive acceleration and
deceleration ramp.
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Basically the erector shall be controlled manually
3) Control station
The erector shall be controlled by radio. The portable
control unit shall weigh no more than two kilograms.
A second, backup remote control unit shall be provided.
During segment erection, cylinder movements shall be
controlled by the same control unit as the erector.
Control shall be simultaneous, segment by segment, by
means of 2 selector switches and a
"retraction-extension" toggle switch. A safety system
shall prohibit accidental retraction of the cylinders
holding the segments already erected. This safety system
can be overridden from the supply deck console or from
the operating cab.
4) Access and control desks
Access and control desks for controlling the thrust
cylinders and erector, and for installation of bolts,
shall be particularly closely studied. Drawings are
required.
Tests and adjustments shall be made in the workshop
after trial erection.
Scaffolding forming part of the erector shall provide
walkways and control desks for erection of segments and
installation of longitudinal and transverse bolts.
Vertical circulation shall be by means of companionway
ladders (with steps) (fixed ladders (with
rungs) prohibited).
5) Erector data
Rotation speed : 0 to 2 rpm
Torque : 430 kN.m
Rotation power : 90 kw
Gradient : +/- 220DEG.
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2.1.2.7. BACK GROUTING (TBM equipment)
Back grouting shall be carried out by means of tubes inside
the tailskin extending along the last two rings of lining.
(Grout directly through the segment is prohibited)
The shield shall be fitted with four twin tubes (normal and
backup) between 1 and 2 o'clock, between 4 and 5 o'clock,
between 7 and 8 o'clock, and between 10 and 11 o'clock.
A valve and a pressure sensor shall be fitted as close as
possible to the end of these 8 tubes. The pressure sensor
shall send signals to the PLC managing grout injection. A
quick connect/disconnect coupling shall be provided to allow
immediate change from one tube to the other in the event of
sensor failure or problem with the tube. The couplings shall
be the "▇▇▇▇▇" type at the end and "Putzmeister"
lever-control type (or similar) elsewhere. Valves shall be
the gate type.
The detail design stage shall include examination of a
process for flushing and cleaning of the shield grouting
tubes.
The tubes shall be sized to limit pressure losses between
the pressure sensor and the injection end of the tube to
less than 0.05 MPa (to be substantiated by the Supplier).
The pipes and hoses conveying grout to the tubes referred to
above shall be designed and routed so as to:
. facilitate cleaning, maintenance, and replacement
. limit pressure losses between the pump and the
tube to 5 bars, bearing in mind the actual speed
of transfer and viscosity of the cavity grout.
. be shaped to facilitate hydraulic flow
. prevent creation of no-flow ("stagnant") zones.
The tubes and hoses shall have an inner diameter of at least
50 mm or a rectangular cross-section of at least 20
cm/2/,the smaller dimension being no less than 40 mm.
Section transition zones shall be removable.
Tubes shall have radii of curvature greater than 350 mm.
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2.1.2.8. ACCESS TO CUTTERHEAD CHAMBER
2.1.2.8.1. GENERAL
It shall be possible to access the cutterhead chamber in
both closed and open mode.
In both cases, the machine shall enable:
. cleaning of the rear part of the cutterhead for
access and maintenance (e.g. replacement of
cutters) under acceptable health and safety
conditions,
. movement within the cutterhead chamber and
mechanical handling of equipment and cutters,
. control and management of compressed air
(breathable) in the cutterhead chamber,
. transfer from the tunnel to the cutterhead chamber
and back under statutory conditions, by means of
personnel, equipment, and materials airlocks. All
equipment necessary for these functions shall be
deemed to form part of the supply.
2.1.2.8.2. PERSONNEL AIRLOCK
Two parallel airlocks shall be provided to enable crews to
work continuously in the cutterhead chamber under
pressurized conditions. In as far as possible, they shall be
placed one above the other at the top of the TBM.
They shall comply with Hong Kong regulation and French
Government decrees Nos 90.277 of 28 March 1990 and the order
of 28 January 1991 (training of personnel working in
pressurized environments) and the order of 28 March and 20
August 1991 (recommendations to Employment Medical Advisory
Service doctors) and the order of 15 May 1992 defining
procedures for access, working, leaving, and organizing work
under pressurized conditions, the recommendations of the
French Tunnelling Association (AFTES) "Compressed-air work
group", and standards applicable in France.
The controls necessary for compression and decompression
operations in each of the airlocks shall be placed on a
single control station from which the operator can observe
the personnel inside the airlock.
Each of the two airlocks shall have two compartments:
. The main compartment or "transfer chamber" shall allow:
. transfer to the cutterhead chamber of a crew of
four men (four comfortable seats with backs),
. evacuation of an injured man on a spinal-injury
stretcher.
. staff to stand upright. The floor area per man
shall be about 0.8 m/2/.
. The emergency compartment. At the least it shall provide
access to the main airlock or to the front chamber of
one man and his first-aid equipment.
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The access hatches shall be at least 0.80 m in diameter.
Their shape may be discussed during the construction
design phase. Access to these airlocks shall be suitable
for transfer of an injured man on a stretcher.
. The airlocks shall contain all necessary and statutory
equipment for the supply and management of compressed
air, lighting, and communication. They shall also be
equipped with oxygen decompression equipment with a
supply manifold for 3 oxygen cylinders, and a pressure
gauge and pressure regulator per cylinder.
The airlock manager's control desk shall be designed as
follows:
. For one person per airlock with seats suitable for
long-term work.
. It shall provide a direct, permanent view into the
airlocks
. It shall have the following functions in
particular:
. Readout of pressures in airlocks A and B
and the emergency compartments
. Readout of pressure in the forechamber
(where applicable)
. Readout of supply pressures and flowrates
in breathable air circuits (normal and
emergency).
. Automatic ventilation system with
tolerance for variation of preset
pressure of +/- 0.05 bars.
. Readout of pressure in equipment airlock.
. Efficient means of communication with all
compartments, the cutterhead chamber, and
the general site phone network.
. Override all controls: compression,
decompression, ventilation, oxygen supply,
water, etc.
. Override the dual compressed-air
regulation system of the cutterhead
chamber.
. Control monitor for cameras in cutterhead
chamber.
. Each compartment of the airlocks shall have the
following communication equipment:
. 1 telephone with its own number
. 1 "open-channel" type intercom
. 1 field telephone
2.1.2.8.3. EQUIPMENT AIRLOCK
Two equipment airlocks above the horizontal centreline shall
each have capacity for storing 4 new cutter discs and
gradually replacing them with used discs as the new ones are
installed.
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They shall be capable of transferring twin discs (where
applicable).
2.1.2.8.4. AIRLOCK HATCHES
The hatches shall be either of a type that remains closed
under the pressure of the airlock or shall be fitted with
locks preventing opening until the pressures are balanced.
The personnel airlock hatch between the cutterhead chamber
and the transfer chamber shall withstand pressure from both
sides if the emergency access compartment is connected to
it; otherwise only the hatch on the working chamber side
need comply with this requirement.
The hatch providing access to the cutterhead chamber shall
open into the cutterhead chamber.
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2.2.2.9. TAIL SEAL
The tail seal shall be designed to withstand an external
pressure of 0.6 MPa.
It shall consist of 3 rows of wire brushes with steel-plate
protection on each side.
Each of the annular spaces between the seals shall be
permanently fed with a special mastic suitable for the
brushes. The mastic shall be chosen by the Purchaser who
shall give the Supplier the specification. The mastic shall
be injected by adjustable-discharge pumps in the backup.
Each annular space shall be fed by at least eight tubes
fitted to the tail skin. The tubes shall each be supplied by
the two pumps. The volume of mastic injected shall be
guaranteed by sequential-operation pumps and pressure
monitoring equipment at at least eight points in each
chamber. The pressures in the seal ▇▇▇▇▇▇▇▇ shall be
displayed in the operating cab.
The principle of the tail seal is as follows:
. Each seal chamber shall be fed by a
variable-discharge pump with an adjustment range
between 0 and 5 litres per minute. Downline of the
pump, a sequential distributor shall feed the
eight tubes to the corresponding chamber in
cycles. The order to switch from one tube to
another shall be given by an adjustable number of
pump strokes. If the pressure reaches an
adjustable maximum threshold, the number of
strokes need not be attained, the signal is given
to switch to the next tube, and at the same time
an alarm signal is displayed in the operating cab.
. Injection shall be monitored in real time by means
of reliable pressure sensors which shall not be
affected by pressure losses in the supply pipes.
. This equipment shall be controlled from the
operating cab. Discharge shall be stopped
automatically when the cutterhead stops turning,
but this stoppage may be overridden from the
operating cab.
. During manual operation, it shall be possible to
select the injection point in order to deal with
localized leakage.
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2.1.2.10. TBM GUIDANCE
The TBM shall be guided by laser using the Bouygues "Pyxis"
system.
This system shall be linked to measurements of the
elongation of the TBM articulation cylinders so as to
integrate the angle of the shield and measurement of the
elongation of the thrust cylinders.
This system is not part of the supply but shall nevertheless
be taken into account in the design of the machine. The
required reservations, supports, cables, and interface
connections shall be part of the supply. When the time
comes, the Supplier shall ask the Purchaser for all
the information required for his design work and supplies.
The Supplier shall fix the supports made available by the
Purchaser for the guidance equipment integrated into the
machine.
A window shall be provided for the laser beam to penetrate
to the cutterhead chamber bulkhead.
2.1.2.11. STEERING
2.1.2.11.1. KEEPING ON TRAJECTORY
The TBM shall be kept on trajectory:
. in soft ground: by distributing the thrust over
groups of cylinders.
. In hard rock: in the same way as above, plus, if
necessary, by using the forward stabilizers. In
this case, the TBM shall be steered through
centralized variation of the stabilization forces
which result from a trend to leave the trajectory.
Measurements of articulation and thrust cylinder elongation
shall be displayed in digital form and in real time on
the console of the TBM operation station.
The Purchaser may add assisted steering subsequently. Space
for this shall be left in the TBM control panel (0.8 m long,
0.6 m deep, 1.80 m high). It shall be possible to acquire
information from the elongation sensors at all times.
2.1.2.11.2. MACHINE OPERATION
Machine operation shall be manual. However, certain controls
may subsequently be automated by the Purchaser through
programmable logic controllers (PLCs). All necessary steps
shall be taken to allow for acquisition of operating
parameters such as torque, cutterhead rotation speed, speed
and thrust of cylinders, etc.
From the outset the machine shall be equipped with the
following functions:
. Generally speaking, all interlocks and information
necessary for correct operation of
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the machine shall be integrated into automatic
management functions and/or indicated in the cab.
This includes the following points:
. Startup of belt conveyors shall be possible only
after sounding an audible alarm.
. While tunnelling, the various components of the
mucking-out system--cutterhead, screw conveyor,
belt conveyor--shall be interlocked to each
other. Stoppage of one component shall trigger
stoppage of components upline of it. The
interlocks shall not be active when the system is
stopped.
. The rate of injection of bentonite mud and/or foam
into the cutterhead shall be adjustable by the
operator from the cab. Flowrates and volumes
injected around the TBM shall be displayed in the
cab.
. The TBM forward thrust control shall be active
only in the "excavation" position.
. When the TBM is stopped, control of the thrust
cylinders shall switch from the cab to the control
desks at the back of the shield. Control shall
revert to the cab only upon electrical
authorization at the end of erection of a ring of
segments.
. A PID type cutterhead torque control system with
adjustable thresholds shall display information in
the cab. It will be placed on the cutterhead drive
mechanism and shall:
. adjust the machine advance speed when the
first threshold is reached
. stop thrust and rotation of the cutterhead and
rotation of the muck-extraction screw conveyor
when the second threshold is reached.
. Slow rotation (inching) shall be possible only
after locking out equipment directly related to
the cutterhead.
. A CCTV system shall display on at least three
monitors:
. the inside of the cutterhead chamber
. mucking out of spoil at the point of discharge
from the screw conveyor, looking back along
the belt conveyors from the point of discharge
onto the tunnel conveyor, and in the tunnel
from the back of the backup.
. If the cutterhead is electrically driven, there
shall be time-lags controlling:
. the start-up of the cutterhead motors when the
direction of rotation is changed.
. When there is a fault on component of the machine,
the type and origin of the fault shall clearly and
immediately be displayed by a message panel
listing the time of at least the last 25
elementary faults. All previous messages shall be
consultable at all times.
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The following information shall be displayed in the cab
(this list is not exhaustive):
. Start/Stop and Faults of all machine components.
. Insulation faults on outgoing lines
. Angle of the cutterhead
. Current to main electric motors
. Pressures of hydraulic units and total thrust in
tonnes.
. Clogging of main filters and levels in hydraulics
tanks.
. Differential pressures of stabilizers and
grippers.
. Utilities pressures: water, compressed air,
breathable air, etc.
. Pressures of tailseal grease system.
. Pressures and volumes of cavity-grout injection.
. Position of the articulation, stabilizers and
grippers, rear thrust and articulation cylinders.
. Distribution of process water (flowrate).
. Confinement pressures in the cutterhead chamber
and in the screw conveyor.
. "Samson" regulator compressed-air flowrate
. Pressure in cutterhead chamber access airlocks.
. Speed, direction of rotation and torque of the
cutterhead.
. Penetration speed in cm/min.
. Screw conveyor rotation speed.
. Torque on screw-conveyor drive.
. Pressure or flowrate of grease circuits.
. MV cable fully unreeled.
The cab shall also be equipped with:
. 1 recorder/plotter of CO//2// content in the
personnel airlock.
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PLp TECHNICAL SPECIFICATIONS FOR TBM & BACKUP
2.1.2.12. ACCESS AND CONTROL DESK (in the TBM)
Appropriate means (step irons, lifelines, etc.) shall be
provided for personnel to circulate throughout the machine
in perfect safety and to prevent maintenance personnel
having to put weight on equipment or pipelines.
Routine means of access such as for access to the personnel
airlock shall be provided and shall be equipped with
platforms and guard rails in compliance with regulations.
Means of access and work platforms shall be provided inside
the cutterhead chamber for cutter replacement operations.
They shall be modular and of lightweight (but robust)
construction, quick and easy to erect and dismantle. They
shall be dismantled and removed from the cutterhead chamber
during normal operation of the machine.
2.2.2.13. COMMUNICATION (in the TBM)
A fixed megaphone linked to the general public address
("tannoy") system shall be installed in the TBM, near the
airlock. It shall be connected to 3 powerful speakers,
including one in the segment-erection zone.
Another fixed megaphone on the same system shall be
installed near the station supplying segments to the
erector.
Three telephones (connected to the site switchboard) shall
be installed outside the airlocks and in each airlock
chamber.
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2.1.2.14. SUPPLY OF SERVICES AND LIGHTING IN THE TBM
The segment erector shall be fitted with reels for hoses and
electric cables designed so as to avoid any interference
with the immediate surroundings.
Cable and hose bundles necessary for the various movements
of the erector shall be ducted and mechanically protected.
The segment-handling area shall be fitted with 4 outlets for
oiled and filtered compressed air to the pneumatic tooling.
Two process water outlets shall be provided in the segment
erection area. There shall be a direct water supply to the
cutterhead chamber (cf. Article 3.2.2.4) with a flowmeter.
It shall be controllable in the range 0 to 30 m/3//h by a
proportional actuator in the operating cab.
The pipes and cables of the fixed plant for high-pressure
cleaning (600 bars) and welding of the backup (2 x 600A)
shall be extended into the TBM and its cutterhead chamber.
Two outlets shall be provided near the personnel airlock and
the circular structure of the rear grippers. The two
penetrations of the high-pressure cleaning system into the
cutterhead chamber shall be rated at 600 bars.
The equipment for lighting the erector and its work area
shall be particularly well designed and installed.
Two electric distribution boards shall be installed at the
back of the TBM and front of the backup.
These switchboards shall be equipped with:
. 2 x 24 V - 16 A sockets
. 2 x 110 V- 16 A sockets
. 2 x 220 V - 16 A sockets
. 2 x 380 V - 32/50 A socket with
. 1 x 380 V - 63/90 A socket with
. 1 set of welding sockets
A control unit for two 20 kW relocatable dewatering pumps
and one 40 kW fixed pump (3.2.2.17) shall be installed in
the bottom part of the TBM.
Refer to paragraph (3.2.2.)3.6 for the supply of services
and lighting inside the cutterhead chamber.
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2.1.2.15. GROUTING OF GROUND AHEAD OF THE FACE
To allow for grouting of the ground ahead of the face, if
necessary, six 64 mm ID tubes with pressure locks shall be
installed at regular intervals between the thrust cylinders,
penetrating the structure of the TBM.
Their angle and location shall enable the probing rig and
its carriage located on the erector to drill 50 mm
diameter, 30 m long holes ahead of the face in as narrow as
possible a cone pattern.
2.1.2.16 DEWATERING IN THE TBM
Two 150 mm diameter pipes fitted with 4" valves shall be
installed through the top of the watertight bulkhead to
allow for pumping out any water inflow by means of immersed
pumps while cutters are being replaced in open mode. They
shall be connected to the permanent dewatering circuit.
Two more 150mm diameter pipes with 6" valves shall be
provided in the bottom half for removing any water inflow in
open mode; their locations and connections shall be defined
during the detailed design phase.
2.1.2.17. LASER TARGET
A light-sensitive target (by others) shall be fitted to the
watertight bulkhead in line with the laser window.
The Supplier shall install the target supports.
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2.2. BACKUP
2.2.0. FOREWORD
Supplies shall be conveyed to the TBM by a single
track on the invert of the segmental lining and by
utility lines on the left-hand side.
2.2.1. GENERAL STRUCTURE, EQUIPMENT AND ROLLING STOCK
The backup shall consist of a series of trolleys,
each no more than 10 metres long.
The steel structure of the trolleys shall be of
robust design and the wheelsets shall be the
isostatic type. The structure shall be a bolted
assembly.
Trolleys shall run directly on the tunnel lining,
using elastic-tyred wheels at least 350 mm in
diameter mounted on bolsters. The load on each
bolster shall be limited to 20 tonnes, and the
distance between bolsters shall be greater than
the length of a lining ring.
The bolsters shall have hydraulic cylinders for
adjustment within a range of +/- 3 degrees.
The backup shall be linked to the tunnel track by
a ramp inclined at no more than 2% relative to the
track. A system on the ramp shall compensate
rocking of the last trolley.
2.2.2 ACCESS, CIRCULATION, AND CONTROL DESK
The lateral walkways and the top deck of the
backup shall be designed to allow staff to
circulate freely and safely at all times through
the general equipment of the backup. It shall also
be suitable for evacuation of the injured on
stretchers if necessary.
There shall be a single point of access per
trolley from the walkways to the central bottom
track deck. It shall be barred by an outward
opening gate bearing a "danger" warning sign.
In general, there shall be sufficient headroom
(1.90 m) for a man to stand upright at his work
station and in all his movements.
Changes in level from the side walkways to the top
deck shall be made by means of companionway
ladders at about 30DEG. from vertical. Their
number shall depend on the work stations and the
frequency of passage. Each work area and at least
each trolley shall be so provided with ladders.
In areas where the conveyor belt of the backup is
located on the top deck, cross-bridges shall be
provided at least every 10 metres (i.e. one
cross-bridge per trolley).
In so far as possible, longitudinal circulation
from one end of the backup to the other shall be
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possible on the top deck (standard width=80 cm).
The floors of walkways, ladders, and work stations
shall be steel with non-slip treatment.
All walkways and means of access to work stations
shall be supplied and installed. They shall comply
with all applicable French and local regulations.
2.2.3. SUPPLYING AND FEEDING SEGMENTS TO THE ERECTOR
Rings of segments shall be supplied to the front
end of the backup by rail convoys.
Segments shall be unloaded, stored, and fed to the
erector from the bottom, from the lower deck of
the backup.
Segments shall be removed from the wagons one at a
time and placed directly on a magazine-feeder
device that shall store an entire ring and offer
up segments to the erector.
Handling of segments for unloading and transfer to
the magazine-feeder device shall be mechanized and
radio-controlled from the side walkway. The hoist
and translation system shall be mounted on a
reduced-thickness monorail or dual rails which
shall neutralize transversal and longitudinal
swinging during translation.
Segments shall be hooked up to the handling
equipment without manual assistance (suction pad).
The complete handling cycle, including finding,
unloading, and bringing up a segment to the
magazine-feeder device shall be less than 4
minutes for the segment furthest away.
The magazine-feeder shall be remote controlled and
it shall require no manual assistance or
intervention for loading and unloading (by the
erector).
2.2.4 SUPPLY AND PUMPING OF CAVITY GROUT
The process for supply and pumping of cavity grout
behind the tunnel lining segments shall be as
follows:
The cavity grout shall be supplied by 9m/3/remixer
cars with built-in transfer pumps (by others).
A "Secatol" brand 9 m/3/ agitating buffer tank
shall be installed on the backup. It shall be fed
by the transfer pumps of the remixer cars.
This tank shall feed a pressurized supply to 2
Putzmeister KOS (or similar) concrete pumps or
two-cylinder pilot-operated-valve pumps with
adjustable unit discharge between 0 and 20 m/3//h.
(KOV pump type is prohibited)
Each cylinder shall directly supply one of the
four injection lines.
The supply pipes shall generally be steel and
shall be sized for pressure loss of no more than
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5 bars between the mixer and the TBM grouting
tubes. They shall form part of this supply.
In the event one of these pumps is not available,
a quick-acting system based on a two-port
alternating distributor shall enable the four
lines to grout with the other pump.
Injection shall be possible in both automatic and
manual modes; it shall be controlled from the TBM
operating cab.
The grout injection rate shall be manually
controlled in both modes.
In automatic mode, a PLC shall control the
operation of the pumps as follows:
. The system shall operate permanently
(i.e. irrespective of the TBM operating
mode)
. The grout pressure in the annular void
shall be measured by sensors at the end
of the line, very close to the
corresponding tube on the TBM tailskin.
. Each line shall be controllable
(started and stopped) independently by
high and low pressure thresholds. These
thresholds shall be adjustable.
. Safety pressure thresholds ("high-high"
and "low-low") detected by the same
sensors or by other sensors just
downstream of the pumps on each line
shall trigger an alarm in the cab and
stop the forward movement of the TBM.
Cyclical monitoring of the reliability of the
sensors by a PLC shall be integrated into the
system.
In manual mode, all safety systems shall be
operational. Grouting shall be controlled
manually.
The Purchaser attaches great importance to having
permanent, real control of cavity grout pressures
in the annular space between segments and the
ground.
The plans shall include everything necessary for
collecting and removing waste and spillage from
transfers, cleaning, and maintenance.
The pumping plant shall be located above a
spillage pan. Spillage shall be removed by the
permanent dewatering system.
2.2.5. SUPPLY AND PUMPING OF FOAM AND BENTONITE MUD
The bentonite mud shall be:
. manufactured outside (by others)
. pumped along the tunnel and backup
through the bentonite mud pipes
(see Section 3.2.3.11.) (by others).
. stored in an agitator (same item as the
▇▇▇▇▇▇ for injection of the annular
space around the shield centre
section).
. injected at the head by 2 pumps.
The bentonite mud injection rate shall be
adjustable--at the pump--between 0 and 10
m/3//hour.
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The foam injection rate (water and surfactant)
shall be adjustable between 0 and 12m/3//hour.
Control and management of flowrate variations
shall be centralized.
The additive plant shall also have the following
on the backup:
. A 15 m/3/ bentonite mud storage tank
(the same as the unit for injection of
mud around the TBM (Section (3.2.2.)
2.1.) and injection of mud through the
rotary union of the cutterhead (Section
3.2.2.4.)).
. A 3 m/3/ surfactant storage tank, an
adjustable-discharge water pump, a
remotely adjustable pressure relief
valve, a flowmeter, and a surfactant
metering pump on the circuit downline
of the flowmeter, capable of adjusting
surfactant content from 0 to 5%. The
various flowrates shall be PID
controlled. Flow and volume data shall
be displayed in the TBM cab.
Each of the 5 foam lines shall have, upstream of
the foam generator, a remotely adjustable
motor-operated valve and associated flowmeter
supplying readout to the TBM cab. A PID system
shall automatically adjust the air inflow to each
generator in accordance with a rate of expansion
that shall be adjustable from the cab. The PID
system shall take account of the effective
confinement pressure.
The plant shall also include everything necessary
for collecting and removing waste and spillage
from transfers, cleaning, or maintenance.
As regards foam, all the equipment for supplying
the basic product and producing foam on the backup
shall be included in the supply, as shall the
transfer and injection of foam as stated above.
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2.2.6. SUPPLY AND DISTRIBUTION OF SERVICES (air, water,
electricity)
Generally speaking, all equipment for unloading,
storage, and erection of service networks in the
tunnel from the backup during segment erection
shall be mechanized, motorized, and included in
the supply.
2.2.6.1. PROCESS COMPRESSED AIR
A 75 kW, 1 MPa process compressed air production
unit shall be mounted on the backup. In normal
operation, compressed air shall be distributed at
0.7 MPa. In addition, to allow for use of
pneumatic tools inside the pressurized cutterhead
chamber, a 2 m/3//min booster compressor shall be
installed on the process-air pipes feeding the
chamber.
The associated distribution network shall have a
buffer tank with capacity of at least 2 m/3/, a
set of filters, an automatic drain valve, and an
on-line dryer upline.
Each trolley shall have 4 distribution points on
the walkways and the top deck. Supplies to work
stations with pneumatic tools shall be fitted with
on-line lubricators. A drain valve shall be
provided at each low point. Outlets shall be
fitted with a valve and a 3/4" quick
connect/disconnect couplings.
An emergency bypass shall be provided for
supplying this plant from the breathable
compressed air unit before treatment.
Pipe diameters shall be such that pressure losses
are less than 0.05 MPa at the furthermost points
under use at 1/5 of the nominal flowrate.
2.2.6.2. BREATHABLE AIR
Plant with 2 electric breathable air compressors
providing a total flowrate of 50 m/3//minute stp
at 0.7 MPa, connected to a 10,000 litre buffer
tank, shall be provided on the backup for work in
the cutterhead chamber under pressurized
conditions.
After treatment and pressure regulation, the
compressed air shall be fed to a dual network
feeding the airlock and cutterhead chamber.
It shall comply with applicable legislation in
France and Hong Kong.
The network may be supplied by the emergency
system in the tunnel (by others) by means of a
hose reel (in supply). The characteristics of this
network shall be such that pressure losses are
limited to 0.025 MPa for the maximum flowrate.
2.2.6.3. PROCESS WATER
The backup shall be supplied with process water
from a 2" hose reel (the hose shall be reinforced
so that its sectional area shall not be reduced
even if it is rolled up empty). A booster pump
with a two-compartment tank (10 and 5 m/3/) fitted
with level regulation on the inlet shall ensure
the
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total flowrate (approximately 50 m/3//h) and
pressure (1 MPa) of the distribution network.
The 5 m/3/ compartment on the upstream side shall
serve as a heat exchanger. The 10 m/3/ compartment
shall be fed by overflow from the upline
compartment.
The 10m/3/ compartment (downstream) shall be
equipped with level contactors:
. a high-level contactor for closing the
inlet valve
. a low-level contactor for opening the
supply valve
. an alarm-level contactor for display in
the TBM cab
. a stop-level contactor for the booster
pump.
The network shall supply:
. 2 outlets with valve and 3/4" quick
coupler on the decks of each trolley.
. the firewater system
. the hydraulic plant cooling system
. the mucking out system
. cleaning plant
. the TBM.
. the foam production plant
The diameter of pipes shall be such that pressure
losses are less than 0.05 MPa at the furthermost
points under use at half the nominal flowrate.
A hose reel shall be installed at the back of the
backup for cleaning the track-laying area.
2.2.6.4 HIGH-PRESSURE CLEANING PLANT
A network of 3/8" pipes shall be installed on the
backup for installation of a high-pressure (400
bars) cleaning plant.
It shall serve:
. 1 outlet on each trolley and in the
TBM.
The pump unit, connectors, hoses, and nozzles
shall be supplied. The required flowrate is at
least 100 1/min at 200 bars.
2.2.6.5. COMMUNICATION TO SURFACE
The machine shall be equipped with two separate
systems.
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. One shall be reserved for telephone
communications. It shall be supplied by
a 10-pair phone cable reel (see
3.2.3.17. Communication). Capacity: 250
metres.
. The second shall be for computer
systems and shall be supplied by a
4-pair shielded cable and reel
(capacity: 250 metres).
All connections shall be centralized in the
operating cab.
2.2.6.6. ELECTRICAL INSTALLATIONS
The equipment installed in the backup shall comply
with the specifications in articles 4 and 15
herein.
a) Medium voltage
The machine shall be supplied by a flexible
11 kV cable wound onto a reel with capacity of
at least 250 m (part of this supply).
Several MV/LV cells with their transformers,
all with mechanical and electrical protection,
shall provide 380 V 50 Hz three-phase power to
the entire machine. These cells may be
connected by a key-locked bus should one of
them fail.
A cable drum on a trolley of the backup shall
unreel the rigid cable as the machine advances.
It shall be fitted with an air-operated winch
for handling cable supplies.
Cable guides for flexible and rigid cables
shall be provided on the tunnel walls.
b) Low voltage
The 380 V system shall be the "IT" type
(isolated neutral). To be confirmed, depending
on standards in Hong Kong.
The first fault signal shall be brought out to
the operating cab by an insulation controller.
All lines from the general low-voltage
switchboards shall be fitted with
circuit-breakers separating the different
outgoing lines.
The 220 V supply (for power outlets) and
remote-control voltage shall be the "TT" type.
110 V supply (for lighting and power outlets)
and remote-control voltage shall be the 'middle
point earthed' type. Earth-current
circuit-breakers on each outgoing line shall
improve selectivity in the event of fault.
In general the system shall be designed so as
to minimize the time required for
troubleshooting electrical failures
(substantial selectivity).
A distribution box with electrical protection
shall be installed on each trolley. It shall
comprise:
. 1 x 24 V - 16 A socket
. 1 set of welding sockets
Additional 220 V 16 A and 110 V 16 A sockets
shall be provided in the cab, shift
supervisors'
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office, canteen, etc.
Two protected 380 V - 250 A sockets shall be
provided for supplying the motor-driven
trolleys supplying the backup with cavity grout
in the transfer zone (exact locations to be
defined in the detail design)).
Provision shall be made for installation of two
fixed 600 A welding sets.
Four spare outgoing 380V 50 kVA lines shall be
available on one of the distribution
switchboards.
c) Backup (emergency) supply
An on-board 200 kVA diesel generating set shall
supply power to the vital equipment of the
machine, especially lighting and power
distribution cabinets, dewatering, confinement
pressure security, operation of sensors,
actuators and PLCs, while the MV cable is cut
for lengthening and in emergency.
2.2.6.7. LIGHTING
The entire top deck of the backup shall be
considered to be a work area.
The work area shall be illuminated by 2 x 36 watt
tubes (IP55).
The segment transfer area and, generally speaking,
the TBM and the trolley with the hydraulic power
units shall have enhanced illumination.
2.2.6.8. HYDRAULIC PLANT
The various components of the hydraulic plant
shall be situated in a manner to make preliminary
work unnecessary when they have to be replaced.
Pressure monitoring taps shall be provided:
. at the pump outlet
. on sources of new pressures
. on supply lines and pump return lines.
. generally speaking, wherever
information on pressures is useful for
maintenance and troubleshooting.
Circuits shall be cooled by heat exchangers and a
closed water circuit whose water shall be
automatically replaced when a temperature
threshold is reached.
All pressure or flowrate commands shall be brought
out electrically into the cab if they are
controlled from the cab.
The hydraulic controls for hoist movements shall
be fitted with integrated check valves or check
valves mounted on the cylinders.
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2.2.6.9. GREASING - LUBRICATION
Provision shall be made for storing and handling
drums of grease.
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2.2.7. LAYING TRACK IN TUNNEL
The rail track shall be laid in the tunnel beneath
one of the backup trolleys.
A gantry crane and mechanical hoist shall be used
to:
. open and close a trap door.
. hoist (at any time) a 10-metre long
length of track from a wagon.
. store a length of track (pending
laying)
. lay a length of track (once the trap
door has been opened).
2.2.8. TRANSFER AND LAYING OF THE BACKUP TRACK
Not applicable
2.2.9. MUCKING OUT (on backup)
Mucking out on the backup shall be by means of an
adjustable-speed conveyor covering a length of
about 25 metres of the backup. The drive pulley
shall be rated at at least 50 kW.
The conveyor shall be fed by a closed discharge
and feed system with the purpose of preventing any
spillage and/or splashing, particularly in closed
mode (see 3.2.3.10 c.). This system shall be
"shuntable" (bolted trap door for example) in open
mode for reasons of wear.
At the end of the main conveyor, a transfer
conveyor shall feed the tunnel conveyor (by
others) which is pulled along by the machine and
erected alongside the first 25 metres of the
backup as the machine advances.
The horizontal part of the main conveyor shall be
fitted with the following monitoring systems:
. A metal detector. If metal is detected,
either an alarm shall be sounded in the
cab, or the machine thrust and the
conveyors shall be stopped so that the
part detected can be identified
visually. This choice shall be
adjustable.
. An integrating continuous weighing
system with two weighbridges,
associated with an acquisition,
calculation, and data restitution
system. These systems shall provide for
permanent comparison of the tonnage of
spoil theoretically produced by the
machine drive for a given segment ring
(based on an adjustable sectional area
of excavation or density) with the
tonnage of spoil actually extracted and
weighed. This information shall be
presented on a cumulated graph.
The main and transfer conveyors shall be fitted
with efficient systems for belt self-cleaning and
recovery of muck spillage.
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The steepest gradient of the conveyors shall
be 10DEG. from the horizontal (i.e. including the
tunnel gradient).
The belt shall be at least 1.00 m wide. The design
and layout of the conveyors shall be based on
transport of dry as well as relatively liquid
spoil (slump = 25 cm). Longitudinal sealing strips
shall permit lateral displacement of the belt
during operation without any loss of efficiency.
The head of the tunnel conveyor (by others) and
the loading station of the tunnel conveyor shall
be continuously carried and pulled along by the
backup. The Purchaser shall provide the necessary
co-ordination between the suppliers of this
equipment.
The tunnel conveyor supports shall be erected
ahead of and behind the tunnel conveyor head and
loading station, from decks and means of access
provided as part of the present supply.
2.2.10. DEWATERING AND CLEANING IN THE TUNNEL
The design and supply of the dewatering system
shall be under a cost + gamma agreement, the cost
being the cost price of the supply and gamma a
coefficient of 25% of that cost price. The ceiling
on the total amount shall be FRF 1,981,000, less
FRF 600,000 for the supply of the cleaning system
and FRF 350,000 for the supply of an additional
trolley (the outline drawing dated 19 November
1998 given by the Purchaser constitutes Appendix 3
to the present document).
a) Permanent dewatering
The permanent dewatering system shall consist
of:
. A closed pumping circuit discharging to
a buffer tank, fitted with "Chabavert"
adjustable-discharge pumps (for
maintaining sufficient speed to prevent
settlement under all circumstances).
. An "MS, Sotres" or similar vibrating
screen.
. An 8 m/3/ buffer tank supplying a lift
pump (with level contacts). The tank
shall be partitioned, with provision
for discharge of solids trapped in the
first two ▇▇▇▇▇▇▇▇ onto the belt
conveyor underneath. This shall be
achieved by means of a trap door for
the first chamber and a valve for the
second.
. An 80 m/3//h lift pump for muddy water,
installed on the top deck of the
backup, downline of the buffer tank
referred to above.
. An 80 m/3//h dewatering pump at the
bottom of the TBM and feeding muddy
water to the pumping loop.
. A vacuum pump set for muddy water, with
suction air flow of 1200 m/3//h and
water discharge of 50 m/3//h, for use
in cleaning the segment erection area.
. A sediment and water trap on the vacuum
circuit. It shall separate out solids
and water before discharging to the
pumping loop. Trapped matter shall be
extracted from their container in
cycles, by means of a screw conveyor,
after opening a sealed trap door, and
shall be discharged onto the belt
conveyor running underneath.
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. The pipes and accessories necessary for
operation (valves, etc.) as far as the
fixed pipe on the tunnel wall. The main
pipe shall have an inner diameter of
200 mm.
. A reel for 15 m of reinforced hose at
least 150 mm in diameter.
b) Emergency dewatering
The emergency dewatering system shall consist
of:
. Two pumps (operation/standby) for
general/emergency safety operation.
They shall each discharge 150 m/3//h
and shall start automatically when the
water level rises.
. A 150 mm diameter pipe on the backup.
. The valves and accessories necessary
for operation of the installation.
. A quick connect/disconnect coupling for
attachment to the fixed pipe in the
tunnel.
. Hoses for connection to the tunnel
pipe, and storage facilities for the
hoses.
The pumps shall be installed in the front bottom
section of the backup.
The characteristics, power ratings, and manometric
head of the permanent and emergency dewatering
pumps shall be such that no booster station is
necessary for pumping out of the tunnel to the TBM
launching pit. The pipe in the tunnel shall be 200
mm in diameter.
The hoses wound onto reels shall retain their
sectional area even when wound under no pressure.
The pipework and components comprising the
dewatering lines shall be suitable for conveying
water containing up to 6% suspended solids with a
maximum grain size of 20 mm.
c) Cleaning
Optionally, one or two more vacuum pumping
sets for muddy water, discharging 30 to 40
m/3//h, may be integrated into identical
circuits to that described for cleaning of
the segment area. They will be spaced out
along the backup and will be used for
localized cleaning. They will be connected to
the permanent dewatering loop on the backup.
Recovery hoppers fitted with a scraper-arm
agitator (Secatol ▇▇▇▇▇▇ type) and a pump
will be fitted underneath the belt conveyor
transfer points to recover spillage and put
it in suspension for evacuation through the
dewatering loop of the backup.
The underside of the conveyors shall be
fitted with spillage collection trays
(spillage from return leg of the belt). The
trays shall be accessible for manual
cleaning.
Provision shall be made in the bottom deck of
the backup to facilitate deck cleaning. Mud
shall be channelled to the cleaning plant for
pumping or collection.
The objective shall be to leave a perfectly
clean tunnel behind the backup.
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2.2.11 VENTILATION (on backup)
Fresh air shall be conveyed from the surface to
the back of the backup by a primary ventilation
system installed at the crown of the tunnel (by
others). This system will discharge 20 m/3//s.
A secondary ventilation system with soundproofed
fan on the backup shall take 15 m/3//s of this
discharge for conveyance as close as possible to
the TBM.
A tertiary ventilation system of the suction type
with soundproofed fans shall be provided to
extract air from hot spots produced by the
equipment of the backup and to convey the hot air
produced to the back of the backup.
The flexible ducting of the primary ventilation
system in the tunnel shall be supplied in the form
of "cassettes" (capacity = 100 m). The ducting
shall be 1.40 metres in diameter. A handling
system shall be provided for raising and
positioning units on the top deck of the backup.
2.2.12. LASER BEAM
A window at least one metre wide and 40
centimetres high shall be provided in the backup
to allow the laser beam to pass; it shall be
protected mechanically in areas with high
temperature variations and in trafficked areas.
2.2.3.13. OPERATING CAB AND CONTROL DESK
The operating cab shall be soundproofed and air
conditioned (heavy duty system). Its internal
lining shall provide for easy cleaning.
The ergonomics of the control desk shall be
particularly closely studied. The operator shall
be able to view operating parameters and
animations on computer screens and to reach
actuators from a single position.
A desk with writing space (40 x 60 cm) and storage
space shall be built into the control desk. It
shall be easy for the operator to use it.
A work area with desk space (A1 format) shall be
set aside for the topographer and the
electricians.
Analogue information brought out to the cab shall
be centralized on the computer terminal strip of
an empty cubicle reserved for installation of the
systems for acquisition of operating parameters
and guidance.
Holes made in the walls of cubicles and cabs for
cable feedthroughs shall allow for subsequent
extensions.
Two phonesets shall be installed in the operating
cab
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A glazed area for the shift supervisor shall be
built into the operating cab and fitted out as an
office. It shall be large enough to take a desk
and two storage cabinets. It shall be soundproofed
and air-conditioned. It shall be separated from
the operating cab by a glazed partition with a
glazed door. It shall have a phoneset.
Simple alarms and alarm fault signals stopping
machine operation shall be indicated in full on a
screen displaying at least the last 25 such alarms
and signals.
2.2.14. STOREROOM AND WORKSHOP
A storeroom shall be provided at the back of the
backup. Its storage capacity shall be about 20
m/3/; it shall be fitted out with sufficient
shelving for storage of electric, hydraulic, and
mechanical equipment. An auxiliary storeroom of
about 10 m/3/ with heavy-duty shelving for
consumables shall be situated alongside.
A workshop area shall be provided on the backup.
Access to it shall be particularly closely studied
to ensure the various mechanical parts to be dealt
with can be brought in.
It shall be fitted out with:
. work benches
. air, water, and power supplies, and a
telephone
. three cabinets and three heavy-duty
strong boxes with unbreakable locks for
storage of the tooling for each of the
three shifts.
2.2.15. CANTEEN, LAVATORIES, AND INFIRMARY
Canteen:
A soundproofed canteen fitted out for 10 people
shall be provided in the backup.
It shall be designed for effective cleaning (e.g.
high pressure pump) without causing damage.
It shall be equipped with a chilled drinking water
fountain, a "kitchen" worktop, shelving, etc.
The following shall also be provided:
. a chemical toilet. It shall be suitable
for cleaning with a high-pressure water
jet without risk of damage.
. infirmary: a first-aid cabinet shall be
provided in the canteen. It shall be
large enough to hold first-aid
requirements. A stretcher suitable for
the conditions of access to the TBM
shall also be provided.
. a telephone.
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2.2.16. INSTALLATIONS IN BACKUP FOR GREASING OF TAIL SEAL
The mastic shall be supplied in 200kg drums. The
area for storage (drums), pumping (2 drums), and
handling shall be designed to facilitate drum
replacement and to make replacement independent of
supply convoy cycles.
The mastic pumps shall be the Rexson type.
2.2.17. COMMUNICATION
A heavy-duty megaphone type address system
("tannoy") (Syscom THL 344 E or equivalent) with
at least 6 control points, including one in the
cab, shall be installed in the backup. It shall be
powered for about 20 minutes by a backup system in
the event of power failure.
This system shall have powerful loud speakers
positioned so as to cover all points on all
trolleys, including the canteen, workshop area,
and segment handling area.
The following points shall also be provided with
the same type of equipment:
. operating cab
. shift supervisor's office
. workshop
. airlock manager's control desk
Ten phonesets connected to the site network shall
be installed:
. on the trolleys (including canteen,
workshop, pump area)
. in the operating cab
. and in the shift supervisor's office.
The above-mentioned equipment shall be of
heavy-duty, waterproof construction in conformity
with IP 557.
A special communication network shall be provided
between the airlocks and the outside. It shall be
possible to switch it to the site network.
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3. GENERAL TECHNICAL SPECIFICATIONS
3.1. FOREWORD
Compliance with the general technical specifications is of
course obligatory. However, if it is impossible to apply
them, the manufacturer may make an written application for
waiver thereof, giving appropriate explanations. The
Purchaser shall inform the manufacturer of his approval or
refusal within ten days, in the same form.
3.2. HYDRAULICS
Electro-hydraulic pumping sets shall be soundproofed.
All circuits shall be designed with permanent total
filtration equivalent to Class 7 of the US NAS standard.
The oil tanks on the circuits shall be fitted with a vent
including an air filter rated for absolute filtration to 3
micrometres, and an air dryer for absorbing 40 litres of
water per 24 hours from the air drawn in by the main tank.
The pressure in hydraulic circuits which are highly loaded
or participate in handling operations shall never be higher
than 250 bars.
If this threshold is to be exceeded for very special cases,
the maximum pressure shall be 350 bars and the Purchaser
shall be informed as per the procedure stipulated in article
4.1.
Filters shall be fitted with local visual indication of
clogging. If the alarm threshold is reached, the circuit
concerned shall be stopped and the fault displayed on the
control desk.
The cleanliness of hydraulic circuits shall be perfect at
the time of commissioning. Measurements of cleanliness shall
be carried out by a specialist third party. A permanent
filtration circuit with a flowrate of more than 10% of the
volume per minute shall be installed on each tank (total
volume filtered in no more than 10 minutes).
Hoses, seals, and couplings shall systematically be chosen
from the pressure range immediately above the maximum
possible pressure to which they might be subjected in
service.
Services shall be distributed by rigid pipes secured by
anti-vibration collars. Only connections to components shall
be made by means of hoses.
Hydraulic units working in the cutterhead chamber shall be
on a separate circuit. Special care shall be taken over the
design of seals in contact with spoil.
Chrome-plating of cylinder rods:
Electrolytic chrome plating shall be applied in three layers
of equal thickness, +/- 30%. Surfaces shall be polished
before and after coating of each layer.
The total thickness of the chrome plating of the rods after
polishing shall be 90 to 110 micrometres:
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. TBM thrust cylinders,
. articulation cylinders
. cylinders associated with continuous operation of
the spoil extraction conveyor.
Surface roughness shall be 0.3 to 0.4 micrometres after
final polishing.
The TU 52 b grade steel (hot-rolled tube) cylinders shall be
honed and the outside shall be protected by application of
the shoo Z 80 process.
The cylinder heads shall be of a design allowing seals to be
replaced without removing the cylinder.
The cylinder test pressure shall be at least 1.3 times the
exceptional service pressure and 1.5 times the maximum
normal service pressure.
All hydraulic components shall be clearly identified by
engraved labels attached by ties. The labelling shall allow
for identification of components from the hydraulics
diagrams.
Numbered hydraulic hoses shall be identified by labels
attached with ties.
They shall be identifiable on pipe-routing diagrams and hose
schedules (showing the function, ends, length, and types of
end fittings).
Identification codes and types of labels shall be submitted
to the Purchaser for approval.
Hydraulic diagrams defining the principles of operation of
the circuits shall be provided for examination during the
design phase.
Hydraulic couplings shall be assembled with "Loctite" of
similar. The use of "Teflon" (PTFE) is prohibited.
Cooling circuits shall be located as close as possible to
hot spots.
Oil speed shall not exceed:
. 7 m/s in pressure circuits
. 2 m/s in return legs
. 1 m/s in drains.
3.3. ELECTRICITY
The wiring of the equipment shall comply with French
standard NF C15-100, the COP (Code of Practice) for
Electricity regulations, and French standard NF C 15-100.
In general the system shall be designed so as to minimize
the time required for troubleshooting electrical failures
(substantial selectivity).
Transformers shall be the epoxy-resin encapsulated winding
dry type (or equivalent in terms of
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fire safety, fumes, and environmental considerations.
All necessary precautions shall be taken to protect cables
both mechanically and by the nature of their routing.
No ring mains shall be associated with distribution boxes.
All outgoing lines shall be correctly identified.
Distribution cables and cabinet wiring shall comply with
French standards NF 74 C 003-012/031 and shall be C1
category in compliance with French standard NF C 32-070
concerning self-extinguishing and halogen-free cables
and wires. Exceptionally, wiring in cabinets equipped with a
halon fire-extinction system may be category C2 (fire-spread
retardant).
Power socket outlets shall be the "Marechal" type. 16A (arid
above) sockets shall be fitted with a pre-cut-out device,
and 32 A (and above) sockets with a switch.
All cabling/wiring shall use copper-core wires or cables.
The standardized colour conventions of the COP shall be used
systematically.
Unless the need therefore is suitably substantiated by the
Supplier, electric motors operating at more than 1,500 rpm
shall not be used. All electric motors rated at more than
150 kW shall be water-cooled.
Electric motors shall be chosen from a range capable of
operating for the entire duration of the project
without bearing replacement.
In general terms, starting currents shall be limited. The
motors of a given equipment item shall be started in cascade
if the power demand is greater than 9% of the power of the
supply transformer.
Conveyor motors shall be equipped with progressive speed
buildup systems.
If frequency converters are used, they shall be given
special protection against electromagnetic disturbance.
Phases shall be balanced.
The mean phase angle (tan o) shall be less than.
The level of protection of all equipment and electrical
cabinets shall be as follows:
. Standard equipment other than electric motors: IP 55
. Standard electric motors: IP 55
. Cutterhead drive electric motors: IP 66 (if applicable)
. Electrical cabinets and distribution boxes: IP 66 (IP 55 if provided with
special protection against pray and splashing).
. Mobile equipment and/or equipment operating in
difficult environments, e.g. remote controls,
hoists, etc.: IP 66
Electrical cabinets shall be roofed to protect them from
drips. No cables shall enter cabinets from
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above.
Equipment shall be of robust design (steel sheet more than
1.5 mm thick). Locks and hinges, etc. shall be submitted to
the Purchaser for approval.
All electrical components shall be clearly identified so
that they can be positively identified in wiring diagrams,
maintenance manuals, and spare parts catalogues. In
particular, wiring inside cabinets and boxes shall be
identified by closed plastic rings with an alphanumerical
code for identification against diagrams.
All control and signalling equipment, equipment on control
desks, in electrical cabinets and boxes shall be identified
by a screw-fixed label in French and English defining its
function. Warning or danger signs shall be in English and
Chinese.
NOTICE ----- AUTHORISED
PERSONS ONLY
Cables shall also be identified by engraved labels attached
by ties. The labelling shall allow identification from
wiring diagrams.
The control and signalling gear, contactors, and motor
starting system shall be Telemecanique, ▇▇▇▇▇▇ ▇▇▇▇▇ and
AOIP brand.
The brand of PLC is not imposed. However, the choice of the
PLC equipment and of communications equipment shall be
submitted to the Purchaser for approval.
The PLC shall be capable of on-line programme modification.
Computer equipment (PLCs, PCs, smart sensors, etc.) shall be
suitable for dialogue on the same computer network. The
choice of network shall be submitted to the Purchaser for
approval.
The programming console supplied shall be supported by
training on its use. This training shall be given by the
manufacturer. The Purchaser shall be given training on the
computer programs (PLC and PC).
PLC variables shall all be programmed with a symbolic
database (mnemonic and comment) in French and English alone.
Comments on the program shall be in English only.
Control equipment (PLCs, PCs) shall have a UPS power supply
backup. When the UPS cuts in, the equipment shall detect the
change so as to position the system in a safety phase.
Analogue sensors with analogue output shall be the 4-20 mA
type exclusively.
All automatic controls shall be backed up by manual control.
Not all emergency shutdown commands shall go through the
PLCs.
In general terms, all electrical installations shall be
given positive security.
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All the ▇▇ ▇▇▇▇ of the distribution boards shall have a
voltmeter and ammeter for all three phases on the front
panel.
Time counters shall be fitted to the main components of the
machine. Their number and functions shall be subject to
approval by the Purchaser.
The decks shall be fitted with insulating mats in front of
the electrical cabinets.
Remote-control voltages:
Either 48 or 24 volts for DC power
Either 48 volts or 110 volts for AC power
Under no circumstances shall no voltage on the electrical
system cause reset of the reading of a sensor.
3.4. LIGHTING
The machine shall be fitted with fixed lighting, including
normal service lighting and emergency lighting with
battery/backup fittings.
On each trolley and in the TBM, lighting shall be supplied
at one voltage (110 V with middle-point earth) from two
separate systems from the LV/MV transformer. Each system
shall come from different LV/MV cells with separate,
dedicated isolating transformers, and shall be protected
locally by 30 mA GFCIs (ground fault circuit interrupters).
The minimum illuminance in different zones shall be:
Work area: > 200 lux
Enhanced lighting area: > 300 lux
Pedestrian circulation area: > 120 lux
Other areas: > 100 lux
The power of light fittings shall be limited to 2 x 36 W,
except in enhanced lighting areas.
Enhanced lighting shall be by 750 or 1000 W floodlight
projectors with bulbs of no more than 500 W with a
horizontal filament and elastic vibration mount.
3.5. COMPRESSED AIR
All outlets shall be provided with valves and IREX couplings
with self-tightening safety strop for connection to hoses.
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Low points shall be fitted with drain valves.
Breathable air lines shall be made from galvanized steel.
Process air lubricators shall be fitted only to certain
special outlets.
3.6. OILS AND GREASES
The Supplier shall define the types of oils and greases and
shall give the Purchaser a table of possible equivalents
(Mobil, Shell, Cofran, etc.).
3.7. LUBRICATION
The minimum time between 2 manual greasing operations or oil
changes shall be 150 hours.
Whenever possible, greasing points shall be linked by rigid
lines to a central greasing unit with a device for
controlling its efficiency.
Other points shall be easily accessible to allow for manual
greasing.
A detailed greasing chart shall be provided with the
documents submitted by the Supplier. The principles of
lubrication shall be submitted to the Purchaser for
approval.
Greasing circuits shall be supplied with new oil by a fixed
installation on the backup. This installation shall be
equipped with a pump, a volumetric meter, and a filter unit
and shall link the greasing points to a 500 litre storage
tank.
Permanent pipes shall be fitted for top-up and drainage of
the TBM oil circuits from the backup. Each supply of about
500 litres shall be fitted with a membrane type filling
pump, a supply pump, a filter, and a mechanical volume
meter. The circuits shall concern reduction gear oil and
hydraulic circuit oil.
3.8. STEEL PANELWORK, STRUCTURAL STEELWORK, AND ASSEMBLIES
Welding procedures shall be qualified. The Supplier shall
make the programme and procedures for inspection of all
welds available to the Purchaser.
The materials used shall be identified by the designations
stipulated by European standards (EN).
Steels, light and copper alloys for which the designation is
specific to a manufacturer or national regulations shall
also be given the closest French Standards designation.
Parts whose operation might set up vibrations that could be
damaging to their environment or whose assembly is
hyperstatic shall be mounted on elastic supports.
Flexible expansion sleeves shall isolate all pipework of a
circuit from adjacent parts generating harmful vibration or
from different trolleys.
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Special tooling for maintenance and removal of particular parts shall
be supplied together with the assembly and/or operation drawings (e.g.
cradle for assembly/removal of cutterhead drive motors and gearing,
etc.).
This supply shall be accompanied by a list of the commercially
available tooling required.
3.9. PROTECTION (of air, water, etc.)
All non-rusting materials shall be preferred.
Rustable ferrous parts shall be systematically protected by airtight
surface coatings after mechanical or chemical surface treatment
(scaling, pickling, etc.).
Small hardware supplies (couplings, attachment parts, etc.) shall be
protected from rust for the duration of the project.
After cleaning and degreasing, other equipment and materials shall, at
the very least, be painted as follows:
1) 1 coat rust-inhibiting primer : 60 micrometres
2) 1 coat after assembly : 40 micrometres
3) White top coat with logos of the
firms in the consortium : 40 micrometres
Aluminium component in contact with brackish water (water removed by
dewatering system, for instance) shall be provided with sacrificial
protective electrodes.
3.10 MAINTENANCE (see Section 4.3)
The main equipment items shall be fitted with tamper-proof, reliable
time counters.
Tapping points shall be provided on the circuits (hydraulic and
lubrication circuits) for sampling.
In general terms, all components and parts of a given equipment item
shall be easy to access if frequent inspection is necessary. Removal
of components and parts shall be specially designed to be quick and
low on labour time. Hoist attachment points shall be designed for all
parts heavier than 15 kg.
To minimize spare parts, the utmost shall be done to standardize,
particularly for hydraulics.
The classification of component references shall be submitted to the
Purchaser for approval. Commercially available components shall also
be given the references of different manufacturers.
3.11 PIPEWORK AND COMPONENTS
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The pipework used for "complex" equipment items shall be identified at
couplings using conventional standardized painted markings.
The direction of flow shall be shown by black painted or body-marked
arrows at each end of each pipe. When an element of pipework is longer
than 100D or 6m, intermediate arrows shall show the direction of flow
at the above intervals.
Each manually-operated components on any pipework shall be identified
by a steel plaque indicating--in English--its function and the circuit
concerned.
Examples:
. fire-fighting opening valve, room X
. mucking-out circuit valve supply compressed-air pressure-reducing
valve
. conveyor No. 2 speed adjustment valve.
All pipework couplings undergoing frequent operation shall be designed
for very rapid removal and assembly with minimum labour.
Oil or grease sampling points shall be provided on tanks, downline of
each pump, downline of each change in section, and downline of the
cutterhead seals.
Equipment for handling components too heavy to lift by hand shall be
designed and included in the supply.
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4. PERFORMANCE
4.1. PENETRATION PERFORMANCE
4.1.1. GENERAL
The required penetration performances are of two types:
. instantaneous
. long term.
They depend on the type of ground:
. soft ground
. hard rock (granite)
4.1.2. INSTANTANEOUS PERFORMANCE
4.1.2.1. TUNNELLING SPEED
The instantaneous tunnelling speed is the time taken to excavate
a full 1.80 m stroke (from start to end of thrust cylinder
stroke).
Guaranteed instantaneous performance:
. hard rock (granite) : 3 cm/min (for mean R[BASE OF C] = 100
MPa)
. soft ground: 8 cm/min.
Best possible performance of the TBM if natural ground conditions
allow:
. Irrespective of ground type: 8 cm/min.
4.1.2.2. Erection of a ring of segments
The cycle time runs from the moment the erector picks up the
first segment to release by the erector once the last segment
(key segment) has been erected.
Guaranteed instantaneous performance: 30 minutes
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5. QUALITY ASSURANCE
See Supplier's preliminary document (appended).
The Supplier shall produce a detailed Quality Assurance Plan within the
time stipulated in Appendix 2 of the General Terms of Contract.
6. HEALTH AND SAFETY
All the equipment covered by this contract shall comply with applicable
health and safety standards, regulations, and recommendations in France and
Hong Kong. In the event of inconsistency, standards applicable in Hong Kong
shall prevail.
Compliance inspections and testing by certified persons and/or approved
bodies shall be part of the supply.
A health and safety programme shall be drawn up by the Supplier for the
erection and use of the machine in relation to the project.
Equipment shall be designed in accordance with the regulations laid down in
articles R233-85 to R233-106 of the French Labour Code, in particular.
One or more certificates of compliance drawn up by an approved technical
inspection body shall be handed over before the start of TBM excavation.
Regulatory compliance plaques shall be fixed to the equipment.
Electrical equipment shall be subject to the following standards and French
Government decrees: Decree 88-1056 of 14/12/1988 - French standards NF
15-100 - NF 13-100 - NF 13-200 and other applicable publications of UTE and
AFNOR, and also:
. the decree of 14 November 1962, complemented by the decree of 19
February 1975.
. government order of 23 March 1965 and 25 June 1980.
. published recommendations of the French Tunnelling Association
(AFTES) concerning electrical installations in underground
construction projects.
Hoisting equipment shall be subject to the following standards and French
Government decrees:
. Decree No. 47-1592 of 23/08/1947
. Government order of 16 August 1951
. Instruction of 14 December 1951 concerning the above-mentioned
order.
All sources of secondary noise shall be dealt with such that noise shall be
no greater than 80 decibels at any point of personnel circulation within
the machine (see decree No. 88-405 of 21 April 1988).
All protection against fire shall be provided automatically and/or manually
by means of resources adapted to the type of fire of the equipment or
consumables.
[STAMP]
Bouygues TP Sheung Shui to ▇▇▇▇ Tau Tunnels July ▇▇▇▇
▇▇▇▇
PLp TECHNICAL SPECIFICATIONS FOR TBM & BACKUP
All necessary steps shall be taken to ensure that any incipient fire can be
fought quickly and efficiently. Immediate fire-fighting resources shall
consist of mobile extinguishers in sufficient number and of an appropriate
kind for the risks.
Fixed secondary hose-reel equipment with a foam diffuser shall also be
provided.
Emergency stop buttons shall be available throughout the TBM and backup.
Their positions shall be shown in the operating cab if they are used.
Wire-pull emergency stop controls alongside the belt conveyors shall stop
the mucking-out chain if they are pulled.
The sides of the conveyors shall be protected by removable mesh units.
Wire-pull emergency stop controls in the segment unloading zone in the
backup shall stop transfer if pulled.
The temperature difference from the TBM to the back of the backup shall not
exceed 10 DEG. C.
Lighting:
The manufacturer shall take steps to ensure there is no shaded area in the
TBM and backup. Lighting shall be enhanced in working areas and circulation
areas (see article 4.4).
Means of access and circulation areas in the TBM and backup shall be designed to
enable evacuation of the injured on stretchers if necessary.
[STAMP]
ATTACHMENT 7
AMENDMENTS TO PARTICULAR
SPECIFICATION
(Contents of these Amendments have been
incorporated in Employer's Requirements
of the Contract Documents)
[STAMP]
Contractor : Dragages (HK) Joint Venture Attachment 7
Contract No. LDB201 - Sheung Shui to ▇▇▇▇ Tau Tunnels
Attachment 7 to Letter of Clarification
Amendments to Particular Specification
SUMMARY OF AMENDMENTS
PAGE REF. PS REF.
--------------------------------------------------------------------------------
PARTICULAR SPECIFICATION
1. List of . Delete "(Draft)" from Appendix GG
Appendices
Page iv of iv
2. PS P/1/5 . Delete 60% and 40% in paragraph 6 line 7 and replace with
50%
3. PS C1.2 . C1.2.2.1(e) - Add "The noise barriers shall be equipped
P/2/2 with visually transparent panels at an elevation matching
the sightline of the train window." at the end of the
paragraph;
4. PS C1.2 . C1.2.2.2(b)(v) - Delete Emergency Rail Buses (▇▇▇)
P/2/3
5. PS C1.2 . C1.2.2.4(e) - Correct the word "diaphragm" at line 8;
P/2/5
6. PS C1.2 . C1.2.2.4(f) & (g) added.
P/2/6
7. PS C1.2 . C1.2.2.5(a)(i) - Table showing the approximate locations of
P/2/7 the EAP(s) revised
8. PS C1.2 . C1.2.2.5(a)(v) - Add "without firemen having to cross the
P/2/7 track or access via the incident tunnel." at the end of the
clause.
9. PS C1.2 . C1.2.2.5(b)(vi) added.
P/2/8a
10. PS C1.2 . C1.2.3.6(a) - Add "The Contractor shall comply with the
P/2/10 requirements contained in PS Appendix P and Appendix Y for
the walkway trench to accommodate tunnel utilities" at the
end of the clause.
11. PS C1.4 . C1.4.3.2 - Add "and Buildings Ordinance." at the end of the
P/4/2 clause.
12. PS C1.5 . C1.5.1.1 - "has obtained an" to replace "is in the process
P/5/1 of applying" at line 4 and delete "Although such exemption
is being sought, the Employer..........exemption by ▇▇."
▇▇. PS C1.5 . C1.5.1.2 - "formal" to replace "Draft" at line 1, delete
P/5/1 "Draft" and "proposed" at line 2 & 3, add "granted by BD"
after "conditions of exemption" at line 4 and delete the
last sentence.
14. PS C1.5 . C1.5.1.3 - Change the first sentence to "The scope of such
P/5/1 exemption granted by BD relates to those procedures and
requirements relating to approval of plans,",
"Notwithstanding any exemption which may be granted," at
the 4th line to read as "Notwithstanding such exemption as
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PAGE REF. PS REF.
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having been granted,"
15. PS C1.6 . C1.6.5.1 - revise to "Approvals, permits and consents
P/6/2 required for the commencement, execution and completion of
the Works under the Buildings Ordinance and Regulations
(Cap. 123). Notwithstanding that the Employer has obtained
an exemption from the full application of the Building
Ordinance, Chapter 123, the requirements and obligations of
the Employer under the Instrument of Exemption as contained
in PS Appendix GG shall be exercised and carried out by the
Contractor for and on behalf of the Employer in accordance
with PS Clause 5.1."
16. PS Cl.8 . C1.8.16 added - "In the event that the Contractor elects to
P/8/3 use two TBMs to construct the bored tunnels, the Contractor
shall allow for a sufficient separation between the two
TBMs so that at any time there shall not be more than one
TBM present in the footprint of the Long Valley. In
addition, the Contractor shall liaise with CLP and make due
allowance in his Works Programme for the time required by
CLP for processing the application for the temporary power
supply to the TBMs."
17. PS C1.9 . C1.9.26 added - "The Contractor's attention is drawn to
P/9/10 the presence of an existing twin box culvert which crosses
under the existing East Rail tracks at approximate chainage
30+255, as indicated on the Drawings. The Contractor shall
obtain the DSD's approval for the proposed works in
connection with or in the vicinity of this existing box
culvert prior to commencement of any construction work at
the crossing."
18. PS C1.10 . Cl.10.6 - Add "where the existing river bed above the bored
P/l0/4-5 tunnel crossings will be re-profiled and excavated to
approximately +1.0 mPD and will finally be tied in with the
lower river bed at the downstream." after the first
sentence.
19. PS C1.15 . Add "S3D" after Site Areas at the 1st line
P/15/2
20. PS C1.20 . C1.20.16 "Prior to return or handover to DSD any diverted
P/20/4 or newly installed drain or sewer which are undertaken by
the Contractor within the Site, the Contractor shall carry
out Closed Circuit Television (CCTV) inspection and provide
the report to the satisfaction of DSD to demonstrate that
the internal structural and hydraulic condition of such
drainage facilities are free from damages, defects and
blockage." added
21. PS C1.21 . Rectify the page number of P/21/1 issued under TA#1 with
P/21/3 P/21/3
22. PS C1.27 . C1.27.5(a) - first sentence amended to read as
P/27/2-6 "Environmental baseline monitoring and its reporting,
except the pre-TBM drive on-going hydrological baseline
monitoring and baseline controls for groundwater levels,
will be undertaken by the Employer's consultant prior to
the commencement of the construction work at individual
areas of the Site."
. C1.27.5(b) - add to the beginning of the clause "The
Contractor shall, within 14 days of the date of the Letter
of Acceptance issued by the Employer, commence the pre-TBM
drive on-going baseline
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PAGE REF. PS REF.
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hydrological monitoring in Long Valley for a period of time
until one month prior to the commencement of ▇▇▇ ▇▇▇▇▇▇ ▇▇
▇▇▇▇ ▇▇▇▇▇▇."
▇▇. PS C1.37 . C1.37.8 - Add back the missing phrase at the end of the
P/37/1 clause "restoration of the ground to the original survey
levels and condition." which was omitted in the TA#1.
Delete the sentence indicated above.
24. PS C1.44 . C1.44.7(d) - revised to "design, supply and installation of
P/44/2 the cable troughs and civil provisions for the cable
containments for the permanently diverted tracks;"
25. PS C1.44 . C1.44.7(i) - revise to "supply, backfill and compaction of
P/44/2 the materials from the formation level to top of
sub-ballast for tracks diversion;"
26. PS C1.44 . Delete the "and" at the end of C1.44.7(j) and add to the
P/44/2 end of C1.44.7(k).
PS APPENDICES
27. App. A Alignment Drawings
Page 1 of 18
. ERE/00/Z99/399 Rev.I - Alignment adjustment at East
. ERE/00/Z99/341 Rev.H - Alignment adjustment at East
. ERE/00/Z99/342 Rev.G - Alignment adjustment at East
. ERE/00/Z99/344 Rev.C - Alignment adjustment at East
. ERE/00/Z99/360 Rev.G - Alignment adjustment at East
. ERE/00/Z99/361 Rev.F - Alignment adjustment at East
. ERE/00/Z99/380 Rev.G - Alignment adjustment at East
. ERE/00/Z99/381 Rev.F - Alignment adjustment at East
. ERE/00/Z99/390 Rev.C - Alignment adjustment at East
Civil and Structural Drawings
. LDB-201/15/C01/502 Rev C - Relocation of WPVB EAP
. LDB-201/15/C01/503 Rev C - Relocation of WPVB EAP
28. App. A Civil and Structural Drawings
Page 2 of 18
. LDB-201/72/C03/501 Rev.B
. LDB-201/72/C03/521 Rev.B
. To delete Drawing No. LDB-201/72/C03/524 Rev.B
. LDB-201/72/C03/543 Rev.B - Diaphragm wall details from
Contract LCC206
. LDB-201/72/C03/544 Rev.B
. LDB-201/72/C03/545 Rev.A - Diaphragm wall details from
Contract LCC206
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PAGE REF. PS REF.
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. LDB-201/72/C03/561 Rev.A - East EAP Site Layout Plan Sheet
1 of 2
. LDB-201/72/C03/562 Rev.A - East EAP Site Layout Plan Sheet
2 of 2
. LDB-201/41/C03/501 Rev.B - Drainage channel re-aligned
. LDB-201/41/C03/502 Rev.C - Drainage channel re-aligned
. LDB-201/82/C03/501 Rev.C - Relocation of access stair
. LDB-201/82/C03/502 Rev.C - Relocation of WPVB EAP
. LDB-201/82/C03/503 Rev.C - Relocation of WPVB EAP
. LDB-201/82/C03/504 Rev.B - Relocation of access stairs
. LDB-201/82/C03/521 Rev.A - West EAP Site Layout Plan Sheet
1 of 2
. LDB-201/82/C03/522 Rev.A - West EAP Site Layout Plan Sheet
2 of 2
29. App. A Architectural Drawings
Page 3 of 18
. LDB-201/72/A03/531 Rev.A - East EAP Floor Plans Sheet 1
of 2
. LDB-201/72/A03/532 Rev.A - East EAP Floor Plans Sheet 2
of 2
. LDB-201/72/A03/533 Rev.A - East EAP Elevations and Sections
. LDB-201/82/A03/521 Rev.A - West EAP Floor Plans Sheet 1
of 2
. LDB-201/82/A03/522 Rev.A - West EAP Floor Plans Sheet 2
of 2
. LDB-201/82/A03/523 Rev.A - West EAP Elevations and Sections
. LDB-201/82/A03/505 Rev.C - Relocation of WPVB EAP
. LDB-201/82/A03/506 Rev.B - Relocation of WPVB EAP
E&M Drawings
. LDB-201/20/E08/103 Rev.B
. LDB-201/20/E08/104 Rev.B
. LDB-201/20/E20/101 Rev.B
ECS Design Schematics
. LDB-201/20/M51/201 Rev.A - Air side Schematic for East and
West EAPs
Fire Services Design Schematics
. LDB-201/20/M50/101 Rev.B
. LDB-201/20/M50/202 Rev.B
. LDB-201/20/M50/301 Rev.B
30. App. A Access to Site Plan
Page 4 of 18
. LDB-201/00/CK/501 Rev.B - Re-arrangement of land use at
interface with LCC204
. LDB-201/00/CK/502 Rev.B - Re-arrangement of land use for
East Rail
. LDB-201/00/CK/504 Rev.B - Re-arrangement of land use near
River
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Sutlej
. LDB-20l/00/CK/506 Rev. B - Re-arrangement of land use at
Kwu Tung
. LDB-20l/00/CK/508 Rev. B - Re-arrangement of land use at
Kwu Tung
. LDB-201/00/CK/509 Rev. B - Re-arrangement of land use at
Kwu Tung
31. App. B . Complete content of Appendix B replaced
Pages 1 to 13
32. App. G . Complete content of Appendix G replaced
Pages 1 to 5
33. App. H . Add "Notwithstanding the requirements stipulated in Table
Page 1 to 12 15.4 of the EIA Report, the monitoring frequency for
of 12 locations ▇▇▇▇, ▇▇▇▇, ▇▇▇▇, ▇▇▇▇, ▇▇▇▇, ▇▇▇▇, LVW5 and LVW6
shall be weekly / biweekly depending on works being
undertaken. When TBM is approaching within 50m of the
monitoring location, the monitoring frequency shall be
weekly. After the TBM has passed the monitoring location,
the monitoring frequency shall be biweekly for the
following month." at end of Para. 3.3.
. Para. 6 added.
34. App. H . Paragraph 4.2.1 amended.
Pages 1 & of
12 . Paragraph 5.2 added
35. App. I Correction made to Contract numbers and titles
Page 1 of 2
. DB-1350 TST and LMC Signalling and Train Control
. DB-1460 Traction Power Supply and Overhead Line (LMC)
. DB-1540 Commercial Communications System (LMC)
. DB-1560 Integrated Control & Communications System (LMC)
. DB-1561 Integrated Radio System (LMC)
. DB-1553 HKP and FSD Radio Systems
. CC-1860 Permanent Way (LMC)
. SI-L1250 Supply & Installation of Tunnel Ventilation System
(LMC)
. SI-1161 Supply and Installation of Lifts (LMC)
36. App. L Item 16 "Guidelines on the Handover of New Railways/New
Railway System to the East Rail Division" added
37. App. P Table Contract Titles for Sections 3, 4, 5, 6, 7, 8, 10, 11, and 12
of Contents corrected as follows:
Page i . Section 3 : DB-1350 TST and LMC Signalling and Train
Control
. Section 4 : DB-1460 Traction Power Supply and Overhead Line
(LMC)
. Section 5 : DB-1540 Commercial Communications System (LMC)
. Section 6 : DB-1560 Integrated Control & Communications
System (LMC)
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. Section 7 : DB-1561 Integrated Radio System (LMC)
. Section 8 : DB-1553 HKP and FSD Radio Systems
. Section 10 : CC-1860 Permanent Way (LMC)
. Section 11 : SI-L1250 Supply & Installation of Tunnel
Ventilation System (LMC)
. Section 12 : SI-1161 Supply and Installation of Lifts (LMC)
38. App. P . Para 4.1.3. Change "1 June 2006" to "1 March 2006"
Section 1,
Page 8 of 13
39. App. P . Item 4.3 Change "1 June 2006" to "31 December 2005"
Section 2,
. Add to end of Item 5.1 "Detail of interface demarcation
Page 6 of 7 is shown on Figure no. 201."
. Item 5.2 added
. Figure 201 - LCC204 Improvement to Sheung Shui Station &
Associated Works Interface Between LDB201 and LDB 204
. Figure 202 - Site Area Interface between LCC204 and LDB201
provided
40. App. P . Contract DB-1350, title rectified
Section 3,
Page 1 of 29
41. App. P . Contract DB-1460, title rectified as "DB-1460 Traction
Section 4, Power Supply & OHL (LMC)"
Complete . Item 6.5 amended. Specific dates inserted for Contractor to
section produce the "no drilling" plans/drawings for down track and
replaced up track
42. App. P . Item 3.4, line 3 in para 2. add "(which prevails over the
Section 4, Standard and Directive Drawing No. ERE000/00/SD/006)" after
the Drawing No. ER1460L/00/P47/007
Annex 2a
Page 10 of 40
43. App. P . Contract number and title rectified as "DB-1540 Commercial
Section 5, Communications System (LMC)"
Complete . Table 3.1 in Annex 3, amendments made to the 3rd, 4th, 6th,
section 8th and 13th rows
replaced
. Amendments made to the Annex 5
44. App. P . Contract DB-1560, title rectified
Section 6,
. Delete "Maximum equipment sizes are specified in Annex 7."
Complete At the end of Item 2.1.2
section
replaced . Add "East EAP (EEAP), West EAP (WEAP)," to Item 2.2.
. Item 2.2.4 "TER at EEAP and WEAP - In each of East EAP
(EEAP) and West EAP (WEAP), one 12 square meters air
conditioned Telecommunications Equipment Room (TER) shall
be provided. The TER shall be used jointly for ▇▇-▇▇▇▇,
▇▇-▇▇▇▇ and DB-1553
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Contract equipment. Maximum individual equipment weight
will be 750Kg with a floor loading of 1200Kg/m/2/." added
. Item "ICCS Equipment Locations for OHL SCADA" reads as Item
2.3 added.
. Replace "teelve" with "sixteen" in Item 3.2.2
. Delete "Emergency Railway Bus (▇▇▇) in tunnel" in the first
two rows of Table 4
. "Contractor" to read as "Contractor's" in the 1st bullet
point of Item 5.4.1
. Add the name "Figure 1. CCS Interface Schedule template"
to the template in page 21 of 43
. Amendment made to the Table of Annex 5.
. Annex 6. Delete Items 7 and 8
. Annex 7. Item "Telecommunications Equipment Room (TER) at
EEAP and WEAP" reads as Item 5 added. Change subsequent
number order.
. Amend Table for EAPs in Annexes 8, 9 and 10 to include
"EEAP, and WEAP".
45. App. P . Contract DB-1561, title rectified
Section 7,
. Table of Content amended to include an additional Annex
Complete
section . Add Items 16 to 19 in the table of Annex 4
replaced
. Add Item 5, Telecommunications Equipment Room (TER) at
EEAP and WEAP to Annex 5
. Add table for the primary cable containment requirements at
East EAP Building and West EAP Building
46. App. P . Contract DB-1553, title rectified
Section 8,
. Table of Content updated
Complete
section . Add "EAP building and" at line 5 of Item 9 in Annex 3
replaced
. Add Items 4, 19 to 22 in table of Annex 4
. Replace "IRS" with "HKP & FSD Radio Systems" in HVAC of
Item 4 in Annex 5
. Add Item 5 Telecommunications Equipment Room (TER) at EEAP
and WEAP to Annex 4
. Add table for the primary cable containment requirements at
East EAP Building and West EAP Building
47. App. P . Amend the Table of Content to include Item 10
Section 9,
Page iii
48. App. P . The word "stages" in this section amended to "phases".
Section 9,
Page 1, 6 and
8 of 10
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49. App. P . Item 4.2 (c) and (d), 89 days in lieu of 60 days
Section 9,
Page 6 of 10
50. App. P . Item 9.3 Requirements of the OHL Masts and Portals for OHL
Section 9, Contact wire and OHL Cantilever added.
Page 8 of 10
51. App. P . Item 10 Design Load for Derailment Containment Structure
Section 9, added.
Page 9 of 10
52. App. P Figures amended:
Section 9, . Figure No. 0135K02 Rev.B
. Figure No. 802 Rev.B
Annex 1 . Figure No. 805 Rev.B
. Figure No. 806 Rev.B
. Figure No. 812 Rev.B
. Figure No. 813 Rev.B
. Figure No. 814 Rev.B
. Figure No. 815 Rev.B
. Figure No. 816 Rev.B
. Figure No. 817 Rev.B
53. App. P . Contract CC-1860, title rectified
Section 10,
Page i
54. App. P . Amend the Table of Content to include Item 5
Section 10,
Page iii
55. App. P . Amendments made to Table 3.1 to include provision of Site
Section 10, access of East EAP and West EAP by LDB201 Contractor to PW
Contractor
Page 4 of 7
56. App. P . Items 3.1.7.1 to 3.1.7.3 added
Section 10,
Page 5 of 7
57. App. P . Item 5 Service Trenches in Walkway/Trackbed added
Section 10,
Page 6 of 7
58. App. P . Contract SI-L1250, title rectified
Section 11,
Page 1 of 17
59. App. P . Item 2.11 - Sentence added after "dampers" at line 2 "The
Section 11, starting method of the tunnel ventilation fans is
"star-delta" based on the preliminary design. Fans powered
Page 16 of 17 by the same source will be started in sequence. The
starting time of one TVF is about 30 seconds. All fans will
be started within 90 seconds."
60. App. P . Item 2.19 and Table 7 added
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Section 11,
Page 17 of 17
61. App. P . Contract SI-1161, title rectified
Section 12,
Page 1 of 20
62. App. P . Annex 5 Item HVAC "heat dissipation is assumed to be 6kW;"
Section 12, added after "A/C or Ventilation as required;" at line 1.
Page 17 of 20
63. App. P . Add Item 4.5 "An area of 30m wide by 50m long at the north
Section 13, east corner of the Site Area S1.1 of Contract LDB-201 and
an area of 30m wide by 70m long at the south portion of
Complete Site Area S3.2D of Contract LDB-201 have been allocated to
section the LCC-205 Contractor for temporary stockpiling of steel
replaced pipes until 31 March 2003. The approximate locations of
above-mentioned areas are shown on Figure no. 1301 attached
to this Interface Specification. The LCC-205 Contractor
shall remove all stockpiled materials and shall vacate
these portions of the Site by 31 March 2003 for use by the
LDB-201 Contractor."
. Figure no. 1301 - Site Area Interface between LCC205 and
LDB201 provided
. Number the Item 6 and the its sub-paragraphs, add Item 6.2
for Tree Transplantation "The LCC-205 Contractor shall
transplant trees from San Wan Road to the Temporary Nursery
Area at Site Area S3.2C and LDB-201 Contractor shall take
over, maintain and re-plant these trees to San Wan Road in
accordance with the provisions of the LDB-201 Contract.
The LDB-201 Contractor shall, by the vacate date specified
in PS Appendix G, clear and reinstate Site Area S3.2C in
accordance with the STT conditions contained in PS Appendix
HH."
64. App. P . Item 4.1.1, date of "31 October 2002" changed to "1
Section 14, November 2002"
Complete . Add Item 4.3, "After taking over of access to Site Area
section S1.2B, the LDB-201 Contractor shall allow the LCC-206
replaced Contractor access through Site Area S1.2B to the LCC-206
Site until 28 February 2003."
65. App. R . Amendment made to Commitment Items #29, #35, #48 and #90
66. App. Y . Add "East EAP", "West EAP" to Item 1.2
Page 3 of 107
67. App. Y . Para 6.5(b) - The first sentence to read as "The Contractor
shall liaise with Permanent Way (CC1860) and Signalling and
Page 16 of Train Control (DB1350) Project Contractors for the exact
107 requirement of the lighting zone location and socket
outlets at each scissors crossing."
68. App. Y . Para. 6.7(a) - The first sentence to read as "The
Contractor shall liaise with the Traction Power Supply and
Page 16 of Overhead Line (DB1460) Project Contractor for the exact
107 location of these trackside isolators."
. Para 6.6 - Paragraph to read "Not Used"
69. App. Y . Item 7.6(b). Replace "HV transformer/switch rooms inside
cross
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Page 21 of passages in tunnels" with "strategic locations" and add "In
107 the event that the allowable voltage drop requirements
cannot be achieved due to civil constraints, booster power
transformers shall be provided to compensate the losses."
at the end of the paragraph.
70. App. Y . Add "East EAP" and "West EAP" to Table 12.1. Change all
short form "KT" to "KTU"
Page 48 of
107
71. App. Y . Add "East EAP" and "West EAP" to the Abbreviation. Change
all short form "KT" to "KTU".
Page 49 of
107
72. App. Y . Para 17.2 (k) and (l) added.
Page 74 of
107
73. App. Y . Add "Labelling shall include abbreviations and colour
codes." at the end of Para. 23.6(a).
Page 94 of
107
74. App. Y . Insert "in the forms of abbreviations and colour codes"
after "label" at line 3 of Para.23.6(b).
Page 94 of
107
75. App. Z . Para 2.1.4(b) - "operating rails" to replace "existing
rail" in line 2.
Page 8 of 11
76. App. Z . Para 2.1.4(c) - "East Rail tracks" to replace "existing
East Rail track" in line 4.
Page 8 of 11
77. App. Z . Para 2.1.4(e) - "East Rail tracks" to replace "existing
tracks" in line 2.
Page 8 of 11
78. App. CC . Footer - "Rev. 0:23 January 2002" to read as "Rev. 0: 22
May 2002"
Page 16 to 20
of 22
79. App. HH . Add "Draft Letter of No Objection to Enter ▇▇▇▇▇▇▇▇▇▇
▇▇▇▇ ▇▇▇ (Government Land) for Site Control and Management
Page 1 of 1 of the Pound"
80. App. GG . Draft Instrument of Exemption replaced.
Page i
81. App. MM . Asterisk note **, replace telephone number "▇▇▇▇ ▇▇▇▇" with
"2946 4906" and "within 4 hours" with "within 2 hours in
Page 2 of 8 accordance with Clause 51.13.04(2) Appendix K."
. Delete "Existing" before "Standpipe" in the 1st row of
Table 2.2
[STAMP]
LDB201 - LoC Page 10 of 10
ATTACHMENT 8
AMENDMENTS TO DRAWINGS
(Contents of these Amendments have been
incorporated in Employer's Requirements
of the Contract Documents)
[STAMP]
Contractor : Dragages (HK) Joint Venture Attachment 8
Contract No. LDB201 - Sheung Shui to ▇▇▇▇ Tau Tunnels
Attachment 8 to Letter of Clarification
Amendments to Drawings
DRAWING NUMBER TITLE REVISION
---------------------------------------------------------------------------------------
ALIGNMENT DRAWINGS
ERE/00/Z99/399 Track Gradient, Curves and Speeds Diagram I
ERE/00/Z99/341 Alignment Data, Sheet 1 of 3 H
ERE/00/Z99/342 Alignment Data, Sheet 2 of 2 G
ERE/00/Z99/344 Alignment Data, Modification of ER Tracks C
ERE/00/Z99/360 Plan and Profile Chainage 30+500 to 31+200 Southbound G
ERE/00/Z99/361 Plan and Profile Chainage 30+000 to 30+500 Southbound F
ERE/00/Z99/380 Plan and Profile Chainage 30+500 to 31+200 Northbound G
ERE/00/Z99/381 Plan and Profile Chainage 30+000 to 30+500 Northbound F
ERE/00/Z99/390 Plan - Temporary Tracks For East Rail Diversion C
CIVIL AND STRUCTURAL DRAWINGS
LDB-201/15/C01/502 General Layout Plan - Sheet 1 of 2 C
LDB-201/15/C01/503 General Layout Plan - Sheet 2 of 2 C
LDB-201/72/C03/501 East Approach Site Plan Sheet 1 of 4 B
LDB-201/72/C03/521 East Approach General Sections Sheet 1 of 3 B
LDB-201/72/C03/524 Niches for Emergency Rail Bus (to delete) B
LDB-201/72/C03/543 General layout Plan of TBM Launching Shaft Diaphragm B
Walls under Contract LCC206
LDB-201/72/C03/544 TBM Launching Shaft Diaphragm Walls Sections B
LDB-201/72/C03/545 TBM Launching Shaft Diaphragm Walls Panel Founding A
Schedule
LDB-201/72/C03/561 East EAP Site Layout Plan Sheet 1 of 2 A
LDB-201/72/C03/562 East EAP Site Layout Plan Sheet 1 of 2 A
LDB-201/41/C03/501 Kwu Tung Enabling Works Site Plan Sheet 1 of 2 B
LDB-201/41/C03/502 Kwu Tung Enabling Works Site Plan Sheet 2 of 2 C
LDB-201/82/C03/501 West Approach Site Plan Sheet 1 of 3 C
LDB-201/82/C03/502 West Approach Site Plan Sheet 2 of 3 C
LDB-201/82/C03/503 West Approach Site Plan Sheet 3 of 3 C
LDB-201/82/C03/504 West Approach Tunnel Cross Sections B
LDB-201/82/C03/521 West EAP Site Layout Plan Sheet 1 of 2 A
LDB-201/82/C03/522 West EAP Site Layout Plan Sheet 2 of 2 A
[STAMP]
LDB201 - LoC Page 1 of 2
DRAWING NUMBER TITLE REVISION
---------------------------------------------------------------------------------------
ARCHITECTURAL DRAWINGS
LDB-201/72/A03/531 East EAP Floor Plans Sheet 1 of 2 A
LDB-201/72/A03/532 East EAP Floor Plans Sheet 2 of 2 A
LDB-201/72/A03/533 East EAP Elevations and Sections A
LDB-201/82/A03/521 West EAP Floor Plans Sheet 1 of 2 A
LDB-201/82/A03/522 West EAP Floor Plans Sheet 2 of 2 A
LDB-201/82/A03/523 West EAP Elevations and Sections A
LDB-201/82/A03/505 West Portal Ventilation Building Emergency ▇▇▇▇▇▇ ▇▇▇▇▇ ▇
▇▇▇▇▇ ▇▇▇▇▇
▇▇▇-▇▇▇/▇▇/▇▇▇/▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇ Ventilation Building Emergency Access Point B
Elevations and Sections
E&M DRAWINGS
LDB-201/20/E08/103 Tunnel Services Electrical Schematic Block Diagram B
LDB-201/20/E08/104 Tunnel Services Electrical Schematic B
LDB-201/20/E20/101 BAS Control/Monitoring System and Interfacing System B
ECS DESIGN SCHEMATIC
LDB-201/20/M51/201 Air Side Schematic for East and West EAPs A
FIRE SERVICES DESIGN SCHEMATIC
LDB-201/20/M50/101 Fire Services Schematic for Tunnels B
LDB-201/20/M50/202 Fire Detection and Alarm System Schematic for East and A
West EAPs
LDB-201/20/M50/301 Fire Detection and Alarm System Interfacing Schematic B
ACCESS TO SITE PLANS
LDB-201/00/CK/501 Access to Site Plan sheet 1 of 12 B
LDB-201/00/CK/502 Access to Site Plan sheet 2 of 12 B
LDB-201/00/CK/504 Access to Site Plan sheet 4 of 12 B
LDB-201/00/CK/506 Access to Site Plan sheet 6 of 12 B
LDB-201/00/CK/508 Access to Site Plan sheet 8 of 12 B
LDB-201/00/CK/509 Access to Site Plan sheet 9 of 12 B
[STAMP]
LDB201 - LoC Page 2 of 2
ATTACHMENT 9
FORM C.10 - BREAKDOWN OF ON-COSTS
[STAMP]
Contractor : Dragages (HK) Joint Venture Attachment 9
Contract No. LDB201 - Sheung Shui to ▇▇▇▇ Tau Tunnels
Attachment 9 to Letter of Clarification
Breakdown of On-Costs
OTHER
COST DIRECT COST HEAD-OFFICE PROFIT SITE-OFFICE FINANCE (INSURANCE) TOTAL
CENTRE ACTIVITY DESCRIPTION % OVERHEADS % % OVERHEADS % % % %
----------------------------------------------------------------------------------------------------------------------------------
A Preliminaries and General Requirements *** *** *** *** *** *** ***
B Sheung Shui Portal Site *** *** *** *** *** *** ***
C TBM Procurement and Site Assembly *** *** *** *** *** *** ***
D Prefabrication of Precast Segment for TBM
Tunnel *** *** *** *** *** *** ***
E TBM Tunnel, Uptrack *** *** *** *** *** *** ***
F TBM Tunnel, Downtrack *** *** *** *** *** *** ***
G ER Interface Works and Sheung Shui Cut & Cover
Section *** *** *** *** *** *** ***
H Ventilation Buildings *** *** *** *** *** *** ***
I Emergency Access points Structures *** *** *** *** *** *** ***
J Enabling Works for Future Kwu Tung Station *** *** *** *** *** *** ***
K Main Tunnels Cross-Passages and Pump Sumps *** *** *** *** *** *** ***
L Cut & Cover Section at Western Approach *** *** *** *** *** *** ***
M Permanent Tunnel Services *** *** *** *** *** *** ***
N Manufacture, Testing & Delivery of Spare Parts *** *** *** *** *** *** ***
O Reprovisioning, Remedial and Improvement Works
(RRIW) *** *** *** *** *** *** ***
P Noise Barriers *** *** *** *** *** *** ***
Q Provisional Sums and Dayworks *** *** *** *** *** *** ***
R Option 1 - Entrusted Work for DSD *** *** *** *** *** *** ***
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
LDB201 - LoC Page 1 of 1
ATTACHMENT 10
KEY PERSONNEL FOR THE CONTRACT
[STAMP]
Contractor : Dragages (HK) Joint Venture Attachment 10
Contract No. LDB201 - Sheung Shui to ▇▇▇▇ Tau Tunnels
Attachment 10 to Letter of Clarification
Key Personnel for the Contract
The Contractor confirms that he will commit to the management and construction
of the Works, the key personnel tabulated below:
POSITION NAME
------------------------------------------------------------------
Project Director . Philippe BOUQUET
Deputy Project Director . ▇▇▇▇▇▇ ▇▇▇▇▇
General Construction Manager . ▇▇▇▇▇▇▇▇▇▇▇ ▇▇▇▇▇▇
General Construction Manager . ▇▇▇▇▇▇▇ ▇▇▇▇▇▇
TBM TUNNELS
TBM Manager . ▇▇▇▇▇ ▇▇▇▇▇▇▇▇▇
TBM Manager . ▇▇▇▇▇▇ ▇▇▇▇▇
TBM Manager . ▇▇▇▇▇▇ ▇▇▇▇▇▇▇
TBM Manager . ▇▇▇▇▇ ▇▇▇▇▇▇
TBM Shift Boss . ▇▇▇▇▇▇▇ ▇▇▇▇▇▇▇▇
TBM Shift Boss . ▇▇▇▇▇▇▇ ▇▇▇▇▇▇▇▇
TBM Shift Boss . ▇▇▇▇▇▇▇▇ ▇▇▇▇▇▇▇
TBM Shift Boss . ▇▇▇▇ RANEKIN
TBM Shift Boss . ▇▇▇▇▇▇ ▇▇▇▇▇▇
TBM Operator . HO How Chi
TBM Operator . ▇▇▇▇ TREVISIN
TBM Operator . ▇▇▇▇▇▇ ▇▇▇
TBM Plant Manager . ▇▇▇▇▇▇ ▇▇▇▇▇▇▇
TBM Plant Manager . ▇▇▇▇▇ ▇▇▇▇▇▇
[STAMP]
LDB201 - LoC Page 1 of 2
POSITION NAME
------------------------------------------------------------------
CUT & COVER TUNNELS
Production Manager (East Approach) . Alain RICHELEY
Production Manager (West Approach) . ▇▇▇▇ ▇▇▇
Technical Manager in Paris (support with . ▇▇▇▇▇▇▇ ▇▇▇▇▇▇▇
mission in HK) PERRIER
TBM Technical Manager in Paris (support
with mission in HK) . Pierre LONGCHAMP
Engineering Manager . ▇▇▇▇▇▇▇▇ ▇▇▇▇▇▇▇▇▇
Engineering Manager in Paris (support with
mission in HK) . ▇▇▇▇▇▇▇ ▇▇▇▇▇▇
Design Manager . ▇▇▇▇▇ ▇▇
Design Manager . ▇▇▇▇▇▇ ▇▇▇▇▇▇
[STAMP]
LDB201 - LoC Page 2 of 2
ATTACHMENT 11
PRINCIPAL DOMESTIC SUBCONTRACTORS
[STAMP]
Contractor : Dragages (HK) Joint Venture Attachment 11
Contract No. LDB201 - Sheung Shui to ▇▇▇▇ Tau Tunnels
Attachment 11 to Letter of Clarification
Principal Domestic Subcontractors
LIST OF PRINCIPAL DOMESTIC SUBCONTRACTORS
NAME OF SUBCONTRACTORS WORK DESCRIPTION
------------------------------------------------------------
BYME Engineering (HK) Ltd. M&E Works
Intrafor Foundation
[STAMP]
LDB201 - LoC Page 1 of 1
ATTACHMENT 12
AMENDMENTS TO LIQUIDATED DAMAGES
FOR DELAY
(Contents of these Amendments have been
incorporated in
Appendix 1 to Form of Tender of the
Contract Documents)
[STAMP]
Contractor : Dragages (HK) Joint Venture Attachment 12
Contract No. LDB201 - Sheung Shui to ▇▇▇▇ Tau Tunnels
Attachment 11 to Letter of Clarification
Amendments to Liquidated Damages for Delay
SUMMARY OF AMENDMENTS
PAGE REF. ITEM REF.
--------------------------------------------------------------------------------
LIQUIDATED DAMAGES FOR DELAY
4 of 5 . Item 6 in Appendix 1 to the Form of Tender - Liquidated
Damages for Delay updated
[STAMP]
LDB201 - LoC Page 1 of 1
[LOGO]
KCR
[CHINESE CHARACTERS]
KOWLOON-CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
CONTRACT NO. LDB-201
SHEUNG SHUI TO ▇▇▇▇ TAU TUNNELS
GENERAL CONDITIONS OF CONTRACT FOR
DESIGN-BUILD WORKS
(14 September 2001 Edition)
[STAMP]
KOWLOON-CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
CONTRACT NO. LDB 201
SHEUNG SHUI TO ▇▇▇▇ TAU TUNNELS
GENERAL CONDITIONS OF
CONTRACT
FOR DESIGN/BUILD WORKS
(CIVILS)
(14 September 2001 Edition)
[STAMP]
This page left blank intentionally
[STAMP]
GENERAL CONDITIONS OF CONTRACT
GENERAL CONDITIONS OF CONTRACT
(FOR DESIGN/BUILD WORKS)
(CIVILS)
TABLE OF CONTENTS
A CONDITIONS
Clause Subject Heading Page
------ --------------- ----
OBJECTIVE, DEFINITIONS AND INTERPRETATION
1. Objective, Definitions and Interpretation 1
THE ENGINEER
2. Duties and Powers of the Engineer 12
3. The Engineer's Representatives and his Assistants 14
ASSIGNMENT AND SUBCONTRACTING
4. Assignment 16
5. Sub Contracting 17
6. Appointment of Designer and Independent Checking Engineer 20
CONTRACT DOCUMENTS
7. Precedence of Documents 22
8. Entire Agreement 23
[STAMP]
Rev. 0: 22 May 2002 GCC/i Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
Clause Subject Heading Page
------ --------------- ----
9. Supply of Copy Documents 23
10. Submission and Review Procedure 24
GENERAL OBLIGATIONS
11. Contractor's General Responsibilities 25
12. Responsibility for Design 25
13. Articles of Agreement 27
14. Bonds, Parent Company Guarantees and Parent Company
Undertakings 27
15. Inspection of the Site and Information and Sufficiency of
Tender 29
16. Programmes and Progress Reports 30
17. Method Statement 32
18. Contractor's Superintendence and Staff 32
19. Setting-out and Dimensions 33
20. Safety 33
21. Care of the Works etc. 35
22. Damage to Property and Injury to Persons - Indemnities 37
23. Giving of Notices and Payment of Fees etc 38
24. Compliance with Enactments and Obtaining Permits and Consents 38
25. Language of Notices etc 39
[STAMP]
Rev. 0: 22 May 2002 GCC/ii Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
Clause Subject Heading Page
------ --------------- ----
26. Interference and Nuisance 39
27. Intellectual Property Rights 40
28. Co-ordination 41
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 52
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
[STAMP]
Rev. 0: 22 May 2002 GCC/iii Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
Clause Subject Heading Page
------ --------------- ----
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
46. Rate of Progress 61
47. Recovery of Delay and Acceleration of the Works 61
48. Liquidated Damages for Delay 63
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 70
VARIATIONS
54. Variations 71
[STAMP]
Rev. 0: 22 May 2002 GCC/iv Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
Clause Subject Heading Page
------ --------------- ----
55. Day work 73
55A. Options 74
VALUATION
56. Valuation 74
57. Cost and Disturbance to the Progress of the Works 77
58. Notice of Claims for Additional Payment 78
59. Maintenance of Records 79
PROPERTY IN THE PERMANENT WORKS, TEMPORARY WORKS AND
CONTRACTOR'S EQUIPMENT
60. Vesting of Contractor's Equipment and Temporary Works 81
61. Vesting of Permanent Works 81
62. Use of Contractor's Equipment 83
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 87
[STAMP]
Rev. 0: 22 May 2002 GCC/v Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
Clause Subject Heading Page
------ --------------- ----
67. Payment Statements 90
68. Retention Moneys 92
69. Final Certificate 93
70. Default of Employer to Pay 93
DEFECTS LIABILITY CERTIFICATE
71. Defects Liability 94
REMEDIES AND POWERS
72. Work by Others 94
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 99
77. Special Risks 99
DISPUTE RESOLUTION
78. Dispute Resolution 102
NOTICES
79. Service of Notices 105
[STAMP]
Rev. 0: 22 May 2002 GCC/vi Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
B SCHEDULES
Schedule Title
-------- -----
Schedule 1 Form of Sub-Contractor Warranty
Schedule 2 Form of Designer and 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
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
[STAMP]
Rev. 0: 22 May 2002 GCC/vii Contract No. LDB-201
This page left blank intentionally
[STAMP]
GENERAL CONDITIONS OF CONTRACT
KCRC - EAST RAIL EXTENSIONS
GENERAL CONDITIONS OF CONTRACT
DESIGN/BUILD WORKS
(Civils)
OBJECTIVE, DEFINITIONS AND INTERPRETATION
1.1 OBJECTIVE
The objective of the Contract is the design, construction, completion,
testing and commissioning of the Permanent Works by the Contractor
(including, without limitation, the design, construction and removal of
the Temporary Works) and the rectification of defects appearing in the
Permanent Works, in the manner and to the standards and within the time
stipulated by the Contract. In full recognition of this objective, and
with full acceptance of the obligations, liabilities and risks which
may be involved, the Contractor is willing to undertake the execution
of the Works and the achievement of this objective, all as set out in
the Contract.
1.2. 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-enactment 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 Employer's Requirements, the General Conditions and the
Special Conditions;
[STAMP]
Rev. 0: 22 May 2002 GCC/1 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
"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;
"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;
"Contractor's Proposals" means the Contractor's proposals for the
execution of the Works as contained in Appendix 3 to the Form of
Tender, subject to and in accordance with the Employer's Requirements,
and subject to any amendment thereof or addition thereto made by the
Letter of Acceptance or pursuant to the other provisions of the
Contract;
"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
Employer's Requirements for the commencement of the Works;
"Defects Liability Certificate" means the certificate issued pursuant
to Clause 71;
"Defects Liability Period" means:
[STAMP]
Rev. 0: 22 May 2002 GCC/2 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
(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, 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;
"Design Documents" means all drawings, design calculations, software,
specifications, samples, patterns, models, written procedures and all
other documents and things relating to the design of the Permanent
Works and/or the Temporary Works 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;
(c) certified by the Independent Checking Engineer where required
by the Contract; and
(d) 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;
"Designer" means the 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;
"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
[STAMP]
Rev. 0: 22 May 2002 GCC/3 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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;
"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;
"Employer's Requirements" means those documents identified as such and
issued to the Contractor prior to submission of the Tender, subject to
any amendment thereof or addition thereto made by or on behalf of the
Employer as may from time to time be issued by the Engineer to the
Contractor pursuant to the other provisions of the Contract;
"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);
[STAMP]
Rev. 0: 22 May 2002 GCC/4 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
"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;
"Key Date" means a date identified as such in the Employer's
Requirements 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 Employer's
Requirements;
"Option" means any item of work described as such in the Employer's
Requirements which is not included in the Works at the time of
acceptance of
[STAMP]
Rev. 0: 22 May 2002 GCC/5 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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 From 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:
(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;
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"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
Employer's Requirements 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 Employer's
Requirements, together with 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;
"Stage" means a degree of achievement in the execution of the Works by
the Contractor identified as such in the Employer's Requirements 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;
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"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);
"Tender" means the Form of Tender and the appendices thereto,
(including, without limitation, the Contractor's Proposals contained in
Appendix 3 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 Employer's Requirements, submitted by the Contractor and
reviewed without objection and subject to any amendment thereof from
time to time reviewed without objection.
1.3 INTERPRETATION
SINGULAR AND PLURAL ETC.
1.3.1 In the Contract, where the context so requires:
(a) words importing the singular only shall include the
plural, and vice versa;
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(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.
HEADINGS, MARGINAL NOTES ETC.
1.3.2 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
1.3.3 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
1.3.4 Subject to any express provision to the contrary contained
elsewhere in the Contract, any period of time fixed or decided
in accordance with
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GENERAL CONDITIONS OF CONTRACT
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
(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
1.3.5 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
1.3.6 Unless otherwise expressly stated in the Contract, the
Contractor shall bear the costs and expense of performing all
obligations and discharging all duties.
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GENERAL CONDITIONS OF CONTRACT
EXECUTE
1.3.7 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
1.3.8 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.
1.3.9 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
Design Document 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
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
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GENERAL CONDITIONS OF CONTRACT
(b) to be given or issued by the Engineer.
COMMUNICATIONS IN WRITING AND IN ENGLISH
1.5 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
1.6 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.
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.
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GENERAL CONDITIONS OF 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.
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.
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GENERAL CONDITIONS OF CONTRACT
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
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
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GENERAL CONDITIONS OF CONTRACT
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 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:
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GENERAL CONDITIONS OF CONTRACT
(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.
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.
The Employer shall be fully entitled at any time, without the consent
of the Contractor, to assign or otherwise transfer:
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GENERAL CONDITIONS OF CONTRACT
(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 design of the Permanent Works
and 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.
5.4 If the Contractor wishes to sub contract part of the Works (other than
pursuant to Clause 5.2) he shall submit in writing 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;
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GENERAL CONDITIONS OF CONTRACT
(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 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.
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GENERAL CONDITIONS OF CONTRACT
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.
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
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GENERAL CONDITIONS OF CONTRACT
to receive payment in respect of that part of the Works sub
contracted, until the breach is remedied.
6. APPOINTMENT OF DESIGNER AND INDEPENDENT CHECKING ENGINEER
6.1 Within 30 (thirty) days of the Letter of Acceptance, the Contractor
shall appoint the Designer to carry out the design of the Permanent
Works and the Independent Checking Engineer to perform the
Contractor's design checking obligations.
6.2 The terms of appointment of the Designer and the Independent Checking
Engineer shall each provide that the Designer and the Independent
Checking Engineer, as appropriate, are 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 them with reasonable skill,
care and diligence;
(c) to perform their 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;
(e) not to sub contract any part of their 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 relevant 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 the Designer 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 terms of appointment of the Designer shall provide that the
Designer is obliged to take out and maintain professional indemnity
insurance for a limit of cover of not less than HK$150,000,000 (Hong
Kong Dollars one hundred and fifty million) for each occurrence or
series of occurrences arising out of one event for a period commencing
on the date of his appointment in
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GENERAL CONDITIONS OF CONTRACT
accordance with Clause 6.1 and expiring not before 6 (six) years from
the date of 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 Contractor shall forthwith inform
the Engineer accordingly and the level of cover or terms for the
purposes of this Clause 6.3 shall be the maximum level or the best
terms which are obtainable in the international insurance market at
rates which are, in the Engineer's opinion, reasonable.
6.4 The Contractor shall supply to the Employer the relevant warranty
referred to in Clause 6.2(f) above, duly executed, within 14
(fourteen) days of the appointment of each of the Designer and the
Independent Checking Engineer by the Contractor.
6.5 The Contractor shall supply to the Engineer one copy of the terms and
conditions of appointment of the Designer and 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 each of the Designer and the Independent Checking Engineer,
amend, vary or waive the terms and conditions thereof in any respect
material to compliance by the Designer and the Independent Checking
Engineer, respectively, with their obligations, without prior consent.
6.6 The Engineer may instruct the termination of the appointment of the
Designer and/or the Independent Checking Engineer if, in the
Engineer's opinion, either one or both of them fail to properly
discharge their duties in accordance with the terms and conditions of
their appointment. If one or both of their appointments is so
terminated, the person whose appointment is terminated shall not again
participate in the Works without prior consent.
6.7 In the event of the termination of the appointment of the Designer
and/or 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.
6.8 In respect of any part of the Permanent Works or Temporary Works which
is subject to the provisions of the Buildings Ordinance in whole or in
part, the Contractor shall ensure:
(a) that the Designer is suitably qualified to act as the Authorized
Person for all purposes of the Buildings Ordinance, where
necessary;
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GENERAL CONDITIONS OF CONTRACT
(b) that the Designer satisfactorily performs and discharges the
duties ascribed to the Authorized Person in the Buildings
Ordinance; and
(c) that, where required by the Buildings Ordinance, a Registered
Structural Engineer is engaged by or on behalf of the Contractor
to perform all the duties ascribed to the Registered Structural
Engineer in the Buildings Ordinance and that such duties are duly
performed and discharged.
6.9 Without prejudice to any other provision of the Contract, the
Contractor shall not be relieved in whole or in part from any
obligation or liability, nor shall the Contractor claim any waiver or
estoppel in relation to any obligation or liability, by reason of any
act or omission either of the Designer in acting as Authorized Person,
or any person acting as Registered Structural Engineer under the
Buildings Ordinance, notwithstanding that such persons may be
appointed by the Employer pursuant to Section 4(1) of the Buildings
Ordinance in respect of the Works or any part thereof. The Contractor
shall indemnify the Employer against all losses and claims of
whatsoever nature in respect of or arising out of any act or omission
either of the Designer acting as Authorized Person or any person
acting as Registered Structural Engineer under the Buildings Ordinance
in respect of the Works.
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 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;
(c) subject to Clauses 7.1(a) and (b), the provisions of these
General Conditions shall prevail over those of any other document
forming part of the Contract; and
(d) the provisions of the Employer's Requirements shall prevail over
those of the Contractor's Proposals.
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GENERAL CONDITIONS OF 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 1.2 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.
9. SUPPLY OF COPY DOCUMENTS
9.1 On the date of the Letter of Acceptance, the Engineer shall issue to
the Contractor, free of charge, 4 (four) copies of the Employer's
Requirements, together with 1 (one) CD-ROM of any drawings included
therein.
9.2 Within 7 (seven) days of the date of the Letter of Acceptance, the
Contractor shall supply to the Engineer 4 (four) copies of the
Contractor's Proposals, together with 1 (one) CD-ROM of any drawings
included therein.
9.3 The Engineer and the Contractor shall each within 7 (seven) days of
receipt of a request from time to time from the other so to do,
provide further copies of the Employer's Requirements or the
Contractor's Proposals, as the case may be, upon payment of the
reasonable copying charges of the party providing the additional
copies.
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GENERAL CONDITIONS OF CONTRACT
10. SUBMISSION AND REVIEW PROCEDURE
10.1 The Contractor shall submit to the Engineer for review all proposed
Design Documents 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 Employer's
Requirements and in any event:
(a) in time to enable the Engineer to examine the proposed Design
Documents 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 Employer's
Requirements 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
Design Documents.
10.3 If the Engineer notifies the Contractor, or if the Contractor
discovers at any time that:
(a) the Contractor's Proposals are inconsistent with the Employer's
Requirements; or
(b) any of the Design Documents is not in accordance with the
Contract, or any part of the Design Documents 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
Proposals and/or Design Documents to the Engineer for review.
10.4 The Contractor shall notify the Engineer if he later wishes to modify
any Design Document or any part of the Contractor's Proposals and
shall submit the modified design or other document to the Engineer for
review. Any such modification reviewed without objection shall not
amount to a variation for the purposes of Clause 54.
10.5 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
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GENERAL CONDITIONS OF CONTRACT
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 Clauses 10.3 or 10.4, 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 Clauses
10.3 or 10.4.
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 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 the Permanent Works and the Temporary Works. Such design shall
include, without limitation:
(a) the preparation and development of the Contractor's Proposals so
as to comply with the Employer's Requirements;
(b) the preparation and submission of all Design Documents; and
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GENERAL CONDITIONS OF CONTRACT
(c) 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 Employer's Requirements.
12.2 The Contractor shall be entirely responsible for the Contractor's
design of the Permanent Works and the Temporary Works, including,
without limitation, the Contractor's Proposals and the Design
Documents, 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 Proposals shall
relieve the Contractor from his obligations or liabilities pursuant to
Clause 12.3.
12.3 The Contractor warrants to the Employer that:
(a) he has exercised and shall continue to exercise in his design of
the Permanent Works and the Temporary 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 Permanent Works and Temporary
Works;
(b) the Permanent Works and Temporary Works shall comply in all
respects with the Contract and the Design Documents;
(c) the Permanent Works and Temporary 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 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
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GENERAL CONDITIONS OF CONTRACT
(g) the Contractor's design 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.
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 an amount equivalent to 5% of the Tender Total, 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
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GENERAL CONDITIONS OF CONTRACT
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.
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.
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GENERAL CONDITIONS OF CONTRACT
15. INSPECTION OF THE SITE AND INFORMATION AND SUFFICIENCY OF TENDER
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;
(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;
(iii) the means of communication with and access to and through
the Site;
(iv) the climatic and environmental conditions affecting the
Site;
(v) the risk of damage to property adjacent to the Site and
injury to occupiers of such property;
(vi) 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;
(vii) the interfaces with Project Contractors and other works
relating to the Project;
(viii) the nature and extent of the Works and the materials
necessary for the execution of the Works;
(ix) 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
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GENERAL CONDITIONS OF CONTRACT
ascertainable in accordance with the Contract, apart from
those descriptions and quantities; and
(x) 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:
(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, 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.
16. PROGRAMMES AND PROGRESS REPORTS
16.1 The Contractor shall submit to the Engineer in accordance with the
Employer's Requirements:
(a) the Works Programme;
(b) the Monthly Progress Reports; and
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GENERAL CONDITIONS OF CONTRACT
(c) such other programmes, schedules and reports as may be identified
in the Employer's Requirements or instructed.
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 Employer's Requirements.
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.
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GENERAL CONDITIONS OF CONTRACT
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 Employer's
Requirements, or as instructed, relating to the methods by which the
Contractor shall execute the Works, 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
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GENERAL CONDITIONS OF CONTRACT
the presence on or off the Site of any employee, agent or
representative of the Contractor or of his subcontractors of any tier.
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 Employer's Requirements 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 Employer's Requirements 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.
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GENERAL CONDITIONS OF CONTRACT
20.2 The Contractor shall:
(a) submit to the Engineer for his review, in accordance with the
Employer's Requirements, a safety plan which shall set out
details of the safety measures to be implemented by the
Contractor to comply with his 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 anytime:
(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.
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GENERAL CONDITIONS OF CONTRACT
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,
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
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GENERAL CONDITIONS OF CONTRACT
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;
(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
Employer's Requirements, insofar as damage, loss or injury is the
direct consequence thereof, or any default of Relevant
Authorities or Project Contractors.
[STAMP]
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GENERAL CONDITIONS OF CONTRACT
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.
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
[STAMP]
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GENERAL CONDITIONS OF CONTRACT
(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 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
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GENERAL CONDITIONS OF CONTRACT
Enactment or to the rules and regulations of Relevant Authorities
which renders it necessary for the Contractor to alter the design of
the Permanent Works or any part thereof, 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, any amendment to any Design Document 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 The Contractor shall obtain all statutory registrations, approvals,
permits and consents required for the execution of the Works and to
enable the Employer to occupy and use the Permanent Works including,
where relevant, but without limitation, obtaining registration as a
registered contractor and all necessary approvals, occupation permits
and consents under the Buildings Ordinance. 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, permits and consents have been obtained to enable
the Employer to occupy and use the Permanent Works or the relevant
part thereof.
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
Employer's Requirements.
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.
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.
[STAMP]
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GENERAL CONDITIONS OF CONTRACT
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 Employer's
Requirements or any instruction, save insofar as such instruction
incorporated any Design Document).
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, modification, refurbishment,
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-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
[STAMP]
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GENERAL CONDITIONS OF CONTRACT
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 executing the design of the Permanent Works
and the Temporary 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 design of works similar in scope and
complexity to the Permanent Works and the Temporary Works, that the
design of the Permanent Works and the Temporary Works 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 design of the Permanent Works and the Temporary 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
(d) comply with the procedures set out in the Employer's Requirements
in respect of the co-ordination of the design of the Permanent
Works and the Temporary Works,
[STAMP]
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GENERAL CONDITIONS OF CONTRACT
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 design of the Permanent Works and the
Temporary 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 design of the Permanent Works and/or the Temporary 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 design of the Permanent Works and the Temporary 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 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 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
[STAMP]
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GENERAL CONDITIONS OF CONTRACT
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 Employer's Requirements; and
(e) comply with the procedures set out in the Employer's Requirements
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.
[STAMP]
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GENERAL CONDITIONS OF CONTRACT
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 the co-ordination of the design
and construction 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.
[STAMP]
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GENERAL CONDITIONS OF CONTRACT
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
(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.
[STAMP]
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GENERAL CONDITIONS OF CONTRACT
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 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,
[STAMP]
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GENERAL CONDITIONS OF CONTRACT
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.
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.
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 and the Temporary 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;
[STAMP]
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GENERAL CONDITIONS OF CONTRACT
(b) in the joint names of the Employer, the Contractor and his
subcontractors of any tier, within 30 days from the Date for
Commencement of the Works, which obligation shall not be
subcontracted by the Contractor 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
[STAMP]
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GENERAL CONDITIONS OF CONTRACT
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 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
[STAMP]
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GENERAL CONDITIONS OF CONTRACT
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 connection with the Works as required by
any Enactment shall be endorsed to note the interest of the Employer.
33.5 The Contractor shall, 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.
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GENERAL CONDITIONS OF CONTRACT
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.
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 Employer's Requirements; 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.
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GENERAL CONDITIONS OF CONTRACT
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;
(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
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GENERAL CONDITIONS OF CONTRACT
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 obligation 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.
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
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GENERAL CONDITIONS OF CONTRACT
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.
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
Employer's Requirements 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
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GENERAL CONDITIONS OF CONTRACT
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 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
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GENERAL CONDITIONS OF CONTRACT
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 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
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GENERAL CONDITIONS OF CONTRACT
(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 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) errors in setting out due to incorrect data, pursuant to
Clause 19.2;
(v) an instruction for the rectification of loss or damage
due to Excepted Risks, pursuant to Clause 21.6;
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GENERAL CONDITIONS OF CONTRACT
(vi) the activities of Relevant Authorities or Project
Contractors, pursuant to Clause 28.9;
(vii) 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;
(viii) the uncovering of acceptable work, pursuant to Clause
39.3;
(ix) ad hoc successful tests, pursuant to Clause 41.7;
(x) access constraints, pursuant to Clause 43.4;
(xi) an instruction issued by the Engineer for the handing
over of the Works or any part thereof, pursuant to Clause
50.4;
(xii) suspension of the Works, pursuant to Clause 51.2;
(xiii) the issue of a variation instruction, pursuant to Clause
54.8;
(xiv) the instruction of work included as a Provisional Sum,
pursuant to Clause 65.4;
(xv) 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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GENERAL CONDITIONS OF CONTRACT
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) the condition of the ground, sub soil and sub strata of the Site
and geological, geo-environmental, geotechnical and hydrological
conditions, affecting the same;
(f) delay in issuing or failure to issue to the Contractor any
permit, approval or consent in respect of the Works by any
Relevant Authority; or
(g) defective design prepared by or on behalf of the Contractor,
whether contained in the Contractor's Proposals, the Design
Documents 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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GENERAL CONDITIONS OF CONTRACT
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 Notwithstanding that the Contractor is not otherwise entitled to an
extension of time (whether as a consequence of a failure to comply
with the terms of Clauses 45.1 and 45.2 or otherwise), the Engineer
may assess and decide the delay that he considers has been suffered by
the Contractor as a result of any of the events described in the
Clauses to which Clause 45.3(a) refers or any of the events described
in Clause 45.3(b); in which case he shall grant and notify the
Contractor of the extensions to any Key Date which he decides upon.
45.8 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.
45.9 (a) Without prejudice to the Engineer's powers pursuant to Clauses
45.5(b) and 45.7, 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.
45.10 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
Clauses 45.5 or 45.7 or in any period of suspension of liquidated
damages for delay assessed and decided pursuant to Clause 48.8(c).
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GENERAL CONDITIONS OF CONTRACT
45.11 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.
45.12 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.l 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.
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GENERAL CONDITIONS OF CONTRACT
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;
(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.
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GENERAL CONDITIONS OF CONTRACT
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 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
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GENERAL CONDITIONS OF CONTRACT
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.
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;
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GENERAL CONDITIONS OF CONTRACT
(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, 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:
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GENERAL CONDITIONS OF CONTRACT
(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:
(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
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GENERAL CONDITIONS OF CONTRACT
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 or
substantially completed subject to certain outstanding items
(including, without limitation, tests) 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 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
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GENERAL CONDITIONS OF CONTRACT
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 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,
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GENERAL CONDITIONS OF CONTRACT
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, 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
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GENERAL CONDITIONS OF CONTRACT
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 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 Employer's Requirements, 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 1.2, 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
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GENERAL CONDITIONS OF CONTRACT
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.
VARIATIONS
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
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GENERAL CONDITIONS OF CONTRACT
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 Design Document 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.
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.
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GENERAL CONDITIONS OF CONTRACT
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 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.
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GENERAL CONDITIONS OF CONTRACT
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 Employer's
Requirements, exercise any Option by instructing the Contractor to
execute the work comprised therein, as such work is described in the
Employer's Requirements.
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 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;
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GENERAL CONDITIONS OF CONTRACT
(ii) ambiguities or discrepancies in or between the documents
comprising the Contract, pursuant to Clause 7.3;
(iii) errors in setting out due to incorrect data, pursuant to
Clause 19.2;
(iv) an instruction for rectification of loss or damage due to
Excepted Risks, pursuant to Clause 21.6;
(v) 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;
(vi) ad hoc successful tests, pursuant to Clause 41.7; or
(vii) 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
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GENERAL CONDITIONS OF CONTRACT
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 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).
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GENERAL CONDITIONS OF CONTRACT
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;
(iv) errors in setting out due to incorrect data, pursuant to Clause
19.2;
(v) an instruction for the rectification of loss or damage due to
Excepted Risks, pursuant to Clause 21.6;
(vi) the activities of Relevant Authorities or Project Contractors,
pursuant to Clause 28.9;
(vii) 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;
(viii) the uncovering of acceptable work, pursuant to Clause 39.3;
(ix) ad hoc successful tests, pursuant to Clause 41.7;
(x) access constraints, pursuant to Clause 43.4;
(xi) an instruction issued by the Engineer for the handing over of
the Works, or any part thereof, pursuant to Clause 50.4;
(xii) suspension of the Works, pursuant to Clause 51.2;
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GENERAL CONDITIONS OF CONTRACT
(xiii) 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;
(xiv) the execution of work not included in the Employer's
Requirements in accordance with Clause 53.1(b), pursuant to
Clause 53.4;
(xv) the issue of a variation instruction, pursuant to Clause 54.8;
(xvi) the instruction of work included as a Provisional Sum, pursuant
to Clause 65.4; or
(xvii) 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 28 (twenty-eight) days after
the event giving rise to the claim became, or ought reasonably
to have become, apparent to the Contractor.
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GENERAL CONDITIONS OF CONTRACT
(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
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
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GENERAL CONDITIONS OF 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
Employer's Requirements, 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 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.
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GENERAL CONDITIONS OF CONTRACT
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.
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
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GENERAL CONDITIONS OF CONTRACT
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 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.
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GENERAL CONDITIONS OF CONTRACT
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 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.
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GENERAL CONDITIONS OF CONTRACT
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 The Contractor shall be responsible for the care of all items of
Contractor's Equipment provided by the Employer for the Contractor's
use in the execution of the Works during the period of such use. In
the event that such items of Contractor's Equipment are lost, damaged
or destroyed by reason of any act or omission of the Contractor, the
Contractor shall indemnify the Employer in respect of all losses,
damages, costs and expenses arising out of or in connection with the
same.
62.6 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 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
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GENERAL CONDITIONS OF CONTRACT
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 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
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GENERAL CONDITIONS OF CONTRACT
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 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.
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GENERAL CONDITIONS OF CONTRACT
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;
(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.
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GENERAL CONDITIONS OF CONTRACT
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 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,
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GENERAL CONDITIONS OF CONTRACT
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;
(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:
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GENERAL CONDITIONS OF CONTRACT
(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:
(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
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GENERAL CONDITIONS OF CONTRACT
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 issue of the relevant certificate in accordance
with the Contract. Unless otherwise expressly provided, all payments
shall be made in Hong Kong dollars and 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
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GENERAL CONDITIONS OF CONTRACT
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 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)).
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
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certificate entitling the Contractor to be paid by the Employer one
half of the balance of the Retention Moneys and the remainder of the
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) 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
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GENERAL CONDITIONS OF 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
counter-claim 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 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
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GENERAL CONDITIONS OF CONTRACT
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 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 1.3.3, 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
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GENERAL CONDITIONS OF CONTRACT
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.
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 this
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,
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GENERAL CONDITIONS OF CONTRACT
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 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
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GENERAL CONDITIONS OF CONTRACT
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.
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.
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GENERAL CONDITIONS OF CONTRACT
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.
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
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GENERAL CONDITIONS OF CONTRACT
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,
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
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GENERAL CONDITIONS OF CONTRACT
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 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.
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GENERAL CONDITIONS OF CONTRACT
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
(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
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GENERAL CONDITIONS OF CONTRACT
(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 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
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GENERAL CONDITIONS OF CONTRACT
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 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,
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GENERAL CONDITIONS OF CONTRACT
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.
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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GENERAL CONDITIONS OF CONTRACT
SCHEDULE 1
FORM OF SUB-CONTRACTOR WARRANTY
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GENERAL CONDITIONS OF CONTRACT
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.
[STAMP]
Rev. 0: 22 May 2002 GCC/1/1 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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 ho 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.
[STAMP]
Rev. 0: 22 May 2002 GCC/1/2 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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,
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
[STAMP]
Rev. 0: 22 May 2002 GCC/1/3 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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 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].
[STAMP]
Rev. 0: 22 May 2002 GCC/1/4 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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 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.
[STAMP]
Rev. 0: 22 May 2002 GCC/1/5 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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.
THE SEAL of )
THE KOWLOON-CANTON )
RAILWAY CORPORATION is hereunto )
affixed by authority of the Managing Board )
signed by )
)
----------------------- ------------------------
(Authorised Signature) (Authorised 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]
[STAMP]
Rev. 0: 22 May 2002 GCC/1/6 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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:
[STAMP]
Rev. 0: 22 May 2002 GCC/1/7 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
(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.
[STAMP]
Rev. 0: 22 May 2002 GCC/1/8 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
SCHEDULE 2 - PART A
FORM OF DESIGN WARRANTY
[STAMP]
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[STAMP]
GENERAL CONDITIONS OF CONTRACT
SCHEDULE 2 - PART A
FORM OF DESIGN WARRANTY
THIS AGREEMENT is made the day of 200[ ] [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] (Contract No. [Insert Contract Number] - [Insert Contract
name]) ("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
[STAMP]
Rev. 0: 22 May 2002 GCC/2A/1 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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.
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 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
[STAMP]
Rev. 0: 22 May 2002 GCC/2A/2 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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.
(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.
[STAMP]
Rev. 0: 22 May 2002 GCC/2A/3 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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.
14. All documents arising out of or in connection with this Warranty shall
be served:
(1) upon the Employer at [Insert Address]; and
[STAMP]
Rev. 0: 22 May 2002 GCC/2A/4 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
(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 or the Engineer under
the Contract and the Designer 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.
[STAMP]
Rev. 0: 22 May 2002 GCC/2A/5 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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: )
)
----------------------- ------------------------
(Authorised Signature) (Authorised Signature)
----------------------- ------------------------
(Witness) (Witness)
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]
[STAMP]
Rev. 0: 22 May 2002 GCC/2A/6 Contract No. LDB-201
GENERAL 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
authorised 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:
[STAMP]
Rev. 0: 22 May 2002 GCC/2A/7 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
(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 of the Designer by which the execution of
the Warranty was approved;
2. 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 authorising 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.
[STAMP]
Rev. 0: 22 May 2002 GCC/2A/8 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
SCHEDULE 2 - PART B
FORM OF INDEPENDENT CHECKING ENGINEER WARRANTY
[STAMP]
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[STAMP]
GENERAL CONDITIONS OF CONTRACT
SCHEDULE 2 - PART B
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.
[STAMP]
Rev. 0: 22 May 2002 GCC/2B/1 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
2. The Independent Checking Engineer warrants and undertakes to the
Employer that it has exercised and will in carrying out the duties and
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
[STAMP]
Rev. 0: 22 May 2002 GCC/2B/2 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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.
(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
[STAMP]
Rev. 0: 22 May 2002 GCC/2B/3 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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 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
[STAMP]
Rev. 0: 22 May 2002 GCC/2B/4 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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.
(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 hereto affixed by authority of the )
Managing Board and signed by )
[ ] and [ ] )
in the presence of: )
[STAMP]
Rev. 0: 22 May 2002 GCC/2B/5 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
----------------------- ------------------------
(Authorised Signature) (Authorised Signature)
----------------------- ------------------------
(Witness) (Witness)
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]
[STAMP]
Rev. 0: 22 May 2002 GCC/2B/6 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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.
[STAMP]
Rev. 0: 22 May 2002 GCC/2B/7 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
The following documents shall be submitted with the executed warranty:
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.
[STAMP]
Rev. 0: 22 May 2002 GCC/2B/8 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
SCHEDULE 3
ARTICLES OF AGREEMENT
[STAMP]
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[STAMP]
GENERAL CONDITIONS OF CONTRACT
SCHEDULE 3
ARTICLES OF AGREEMENT
THIS AGREEMENT is made the day of 199.
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,
[STAMP]
Rev. 0: 22 May 2002 GCC/3/1 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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 [ ] 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: )
----------------------- ------------------------
(Authorised Signature) (Authorised Signature)
----------------------- ------------------------
(Witness) (Witness)
[STAMP]
Rev. 0: 22 May 2002 GCC/3/2 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
*** 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.
[STAMP]
Rev. 0: 22 May 2002 GCC/3/3 Contract No. LDB-201
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[STAMP]
GENERAL CONDITIONS OF CONTRACT
SCHEDULE 4
FORM OF DRAFT LEGAL OPINION
(FOR ARTICLES OF AGREEMENT)
[STAMP]
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[STAMP]
GENERAL CONDITIONS OF CONTRACT
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
[STAMP]
Rev. 0: 22 May 2002 GCC/4/1 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
arising therefrom as if it had been able to affix a seal to such
contracts 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 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.
[STAMP]
Rev. 0: 22 May 2002 GCC/4/2 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
SCHEDULE 5
FORM OF CONTRACTOR'S BOND
[STAMP]
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[STAMP]
GENERAL CONDITIONS OF CONTRACT
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 expenses sustained by the Employer by reason of the default, up
to the amount of the Bonded Sum.
[STAMP]
Rev. 0: 22 May 2002 GCC/5/1 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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 or the Substantial Completion Certificate
for the Works;
(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
[STAMP]
Rev. 0: 22 May 2002 GCC/5/2 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
(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]
[STAMP]
Rev. 0: 22 May 2002 GCC/5/3 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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:
[STAMP]
Rev. 0: 22 May 2002 GCC/5/4 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
(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.
[STAMP]
Rev. 0: 22 May 2002 GCC/5/5 Contract No. LDB-201
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[STAMP]
GENERAL CONDITIONS OF CONTRACT
SCHEDULE 6
FORM OF PARENT COMPANY GUARANTEE
[STAMP]
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[STAMP]
GENERAL CONDITIONS OF CONTRACT
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.
[STAMP]
Rev. 0: 22 May 2002 GCC/6/1 Contract No. LDB-201
GENERAL CONDITIONS OF 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 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
[STAMP]
Rev. 0: 22 May 2002 GCC/6/2 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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.
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.
[STAMP]
Rev. 0: 22 May 2002 GCC/6/3 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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.
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]
[STAMP]
Rev. 0: 22 May 2002 GCC/6/4 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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
[STAMP]
Rev. 0: 22 May 2002 GCC/6/5 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
Each entity comprising the Guarantor shall execute the Guarantee under seal.
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 or other
constitutional documents dealing with the execution of documents
by use of the Corporate Seal of the Guarantor; 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.
[STAMP]
Rev. 0: 22 May 2002 GCC/6/6 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
SCHEDULE 7
FORM OF PARENT COMPANY UNDERTAKING
[STAMP]
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[STAMP]
GENERAL CONDITIONS OF CONTRACT
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.
[STAMP]
Rev. 0: 22 May 2002 GCC/7/1 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
2. In consideration of the Employer accepting this Undertaking pursuant to
the Contract, the Parent Company hereby undertakes to the Employer that
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;
[STAMP]
Rev. 0: 22 May 2002 GCC/7/2 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
(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 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.
[STAMP]
Rev. 0: 22 May 2002 GCC/7/3 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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.
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]
[STAMP]
Rev. 0: 22 May 2002 GCC/7/4 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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.
[STAMP]
Rev. 0: 22 May 2002 GCC/7/5 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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
authorized 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
[STAMP]
Rev. 0: 22 May 2002 GCC/7/6 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
(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:
(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.
[STAMP]
Rev. 0: 22 May 2002 GCC/7/7 Contract No. LDB-201
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[STAMP]
GENERAL CONDITIONS OF CONTRACT
SCHEDULE 8
FORM OF OFF-SHORE MANUFACTURING BOND
[STAMP]
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[STAMP]
GENERAL CONDITIONS OF CONTRACT
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$[Insert amount in figures]) [SEE NOTE 2] ("the Off-shore Payment")
by instalments in accordance with the Interim Payment Schedule for the
activities described in Cost Center [No. ] [SEE NOTE 3].
(C) Pursuant to the said activities, certain components of the Works falling
within Cost Center [No. ] [SEE NOTE 3] ("the Manufactured Goods") as
identified in the Schedule of Goods Manufactured Offshore contained in
the Pricing Document, are to be manufactured offshore Hong Kong for
subsequent delivery to and installation at the Site.
(D) Pursuant to the terms of the Contract, the Contractor, as a condition
precedent to his entitlement to receive any payment installment under
Cost Center [No. ] [SEE NOTE 3] is obliged to provide a bond in the
terms here of.
[STAMP]
Rev. 0: 22 May 2002 GCC/8/1 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
NOW THE TERMS of this Bond are:
1. Where applicable, words and expressions used in this Bond shall have the
meaning assigned to them in the Contract.
2. The Bondsman hereby irrevocably and unconditionally undertakes to pay to
the Employer an amount not exceeding [Insert amount in words] Hong Kong
dollars (HK$[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.
[STAMP]
Rev. 0: 22 May 2002 GCC/8/2 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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:
(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
[STAMP]
Rev. 0: 22 May 2002 GCC/8/3 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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.
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]
[STAMP]
Rev. 0: 22 May 2002 GCC/8/4 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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
[STAMP]
Rev. 0: 22 May 2002 GCC/8/5 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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.
[STAMP]
Rev. 0: 22 May 2002 GCC/8/6 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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.
[STAMP]
Rev. 0: 22 May 2002 GCC/8/7 Contract No. LDB-201
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[STAMP]
GENERAL CONDITIONS OF CONTRACT
SCHEDULE 9
FORM OF DRAFT LEGAL OPINIONS
Part A - For Parent Company Guarantees
Part B - For Parent Company Undertakings
Part C - For Bonds
[STAMP]
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[STAMP]
GENERAL CONDITIONS OF CONTRACT
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
[STAMP]
Rev. 0: 22 May 2002 GCC/9A/1 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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, 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.
[STAMP]
Rev. 0: 22 May 2002 GCC/9A/2 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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
[STAMP]
Rev. 0: 22 May 2002 GCC/9B/1 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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, 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.
[STAMP]
Rev. 0: 22 May 2002 GCC/9B/2 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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
[STAMP]
Rev. 0: 22 May 2002 GCC/9C/1 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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 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.
[STAMP]
Rev. 0: 22 May 2002 GCC/9C/2 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
SCHEDULE 10
INSURANCE POLICY
[STAMP]
This page left blank intentionally
[STAMP]
GENERAL CONDITIONS OF CONTRACT
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.
[STAMP]
Rev. 0: 22 May 2002 GCC/10/1 Contract No. LDB-201
This page left blank intentionally
[STAMP]
EAST RAIL EXTENSIONS
SUMMARY OF POLICY AND ENDORSEMENT WORDING
APPLICABLE TO CONTRACT LDB201 ONLY FOR
COMBINED
CONTRACTORS ALL RISKS,
AND
THIRD PARTY LEGAL LIABILITY
Specifically for the
KOWLOON-CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
CONTRACT LDB201
arranged by
Aon Hong Kong Ltd
as Brokers
[STAMP]
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 22 May 2002 until 30 June 2007 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.
[STAMP]
Page 1
[LOGO] LDB-201 Insurance Conditions 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 for Lok Ma ▇▇▇▇ Spur
Line being HK$6,606 million (Hong Kong Dollars
Six Thousand Six Hundred and Six million).
1.8.4 The Deductibles under Section 1 :
1.8.4.1 HK$1,250,000 : 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 Delete
1.8.4.4 Delete
1.8.4.5 Delete
1.8.4.6 HK$1,250,000 : each and every other loss under Contract
LDB-201.
[STAMP]
Page 2
[LOGO] LDB-201 Insurance Conditions 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 damage
whichever is the to oil filled and/or fibre optic cables.
greater of the amount
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 damage
whichever is the to underground utility services other than
greater of the amount 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.
[STAMP]
Page 3
[LOGO] LDB-201 Insurance Conditions East Rail Extensions
LIST OF INSURERS SUBSCRIBING TO THIS POLICY
Insurer Share
------- -----
CORNHILL INSURANCE PLC 24.5%
(for Allianz Cornhill International)
THE MING AN INSURANCE CO (HK) LTD 12.5%
MUNICHRE GENERAL SERVICES LTD 13.5%
AXA GENERAL INSURANCE HONG KONG LTD 7.5%
SCOR CHANNEL LTD 7.0%
▇▇ ▇▇▇▇▇▇▇▇▇▇ ▇▇▇▇▇▇▇▇▇▇▇▇▇ ▇▇▇▇▇▇▇▇▇
▇▇▇▇▇▇▇ ▇▇▇▇▇▇▇ - ▇▇▇▇ ▇▇▇▇ BRANCH 5.0%
ASSICURAZIONI GENERALI S.P.A. 5.0%
ROYAL AND SUN ALLIANCE INSURANCE (HONG KONG) LTD 5.0%
FALCON INSURANCE COMPANY (HONG KONG) 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%
-----
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.
[STAMP]
Page 4
[LOGO] LDB-201 Insurance Conditions 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 ___________________________ 2002
As amended by specific endorsement for Contract LDB - 201 dated September 2002.
[STAMP]
Page 5
[LOGO] LDB-201 Insurance Conditions 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.
[STAMP]
Page 6
[LOGO] LDB-201 Insurance Conditions East Rail Extensions
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.
[STAMP]
Page 7
[LOGO] LDB-201 Insurance Conditions East Rail Extensions
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 out 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.
[STAMP]
Page 8
[LOGO] LDB-201 Insurance Conditions East Rail Extensions
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.
[STAMP]
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[LOGO] LDB-201 Insurance Conditions East Rail Extensions
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 specification
responsible for such loss or damage.
[STAMP]
Page 10
[LOGO] LDB-201 Insurance Conditions East Rail Extensions
MEMORANDA attaching to and forming part of Section 1 - continued
2.2.11 Deleted and replaced by Memorandum 2.2.23 for Contract LDB-201 only.
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.
[STAMP]
Page 11
[LOGO] LDB-201 Insurance Conditions East Rail Extensions
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.
[STAMP]
Page 12
[LOGO] LDB-201 Insurance Conditions East Rail Extensions
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.
[STAMP]
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[LOGO] LDB-201 Insurance Conditions East Rail Extensions
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.
[STAMP]
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[LOGO] LDB-201 Insurance Conditions East Rail Extensions
MEMORANDA attaching to and forming part of Section 1 - continued
2.2.23 REVISED TUNNELLING CLAUSE LDB-201
2.2.23.1 The Insurer shall not indemnify the insured in respect of the costs
incurred for:
i) loss or damage in advance of the tunnel face (which
expression shall mean the limit of that part or parts of the
tunnel which at the time of the loss destruction or damage
has been excavated and where tunnel lining or support had
not commenced) but this Exclusion shall not apply to costs
and expenses in respect of reinstatement of the tunnel,
tunnel face, crown and invert following total collapse,
partial collapse or subsidence thereof;
ii) alterations in the construction method or due to unforeseen
ground conditions or obstructions;
iii) measures which become necessary to improve or stablise
ground conditions or to seal against water ingress unless
necessary to reinstate indemnifiable loss or damage;
iv) removing material which has been excavated, or due to
over-break in excess of the design profile and/or refilling
cavities resulting therefrom;
v) de-watering unless necessary to reinstate indemnifiable loss
or damage;
vi) loss or damage due to breakdown of the de-watering system if
such loss or damage could have been avoided by use of
standby facilities;
vii) the abandonment or recovery of tunnel-boring machines;
viii) the loss of bentonite, suspensions, or any media or
substance used for excavation support or as a
ground-conditioning agent.
2.2.23.2 In the event of indemnifiable loss or damage to tunnel work, the
maximum amount payable under the policy of insurance shall be limited
to the costs incurred to reinstate the property insured to a standard
or condition technically equivalent to that which existed immediately
before the occurrence of loss or damage but not in excess of the
amount specified below. Such limit is inclusive of all other policy
sub-limits.
Sub-limits: HK500,000,000 any one occurrence/unlimited.
[STAMP]
Page 15
[LOGO] LDB-201 Insurance Conditions East Rail Extensions
GENERAL CONDITIONS OF CONTRACT
SCHEDULE 10
INSURANCE POLICY
[STAMP]
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.
[STAMP]
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[LOGO] LDB-201 Insurance Conditions East Rail Extensions
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.
[STAMP]
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[LOGO] LDB-201 Insurance Conditions East Rail Extensions
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.
[STAMP]
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[LOGO] LDB-201 Insurance Conditions East Rail Extensions
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
[STAMP]
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[LOGO] LDB-201 Insurance Conditions East Rail Extensions
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
[STAMP]
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[LOGO] LDB-201 Insurance Conditions East Rail Extensions
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.
[STAMP]
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[LOGO] LDB-201 Insurance Conditions 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.
[STAMP]
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[LOGO] LDB-201 Insurance Conditions 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 stated in the singular shall apply equally in the plural
or vice versa.
[STAMP]
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[LOGO] LDB-201 Insurance Conditions 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.
[STAMP]
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[LOGO] LDB-201 Insurance Conditions 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).
[STAMP]
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[LOGO] LDB-201 Insurance Conditions 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.
[STAMP]
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[LOGO] LDB-201 Insurance Conditions 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.
[STAMP]
Page 27
[LOGO] LDB-201 Insurance Conditions 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.
[STAMP]
Page 28
[LOGO] LDB-201 Insurance Conditions East Rail Extensions
GENERAL CONDITIONS OF CONTRACT
SCHEDULE 11
PART A
MARINE VESSEL LIABILITY INSURANCE
[STAMP]
GENERAL CONDITIONS OF CONTRACT
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
I A minimum US$50m
I 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.
[STAMP]
Rev. 0: 22 May 2002 GCC/11A/1 Contract No. LDB-201
SCHEDULE 11
PART B
EMPLOYEE'S COMPENSATION INSURANCE
[STAMP]
GENERAL CONDITIONS OF CONTRACT
SCHEDULE 11
PART B
EMPLOYEE'S COMPENSATION INSURANCE
[STAMP]
GENERAL CONDITIONS OF CONTRACT
SCHEDULE 11
PART B
EMPLOYEE'S 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 for Commencement of the
Works.
3. The Contractor shall pay the Employees' 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 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 premium 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 Money, 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 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 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-
[STAMP]
Rev. 1:28 June 2002 GCC/11B/1 Contract No. LDB-201
Addendum No.1
Attachment to Schedule 11, Part B, Employee's Compensation
of the General Conditions
QUOTATION SLIP
Type: Risk Managed Employees' Compensation Insurance
Policy Form: Standard ECI Policy
Insured: The Kowloon-Canton Railway Corporation as Owner
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.
N.B. For the purposes of this Policy and for the
avoidance of doubt the term "sub-contractors" shall
be deemed to be any organisations, consultants or
suppliers whether corporate or sole proprietors who
fall within the scope of sub-contractors under the
Contract.
Business: The Insured Project - All contracts and work
activities undertaken in connection with the Insured
Project
The Insured Project: East Rail Extensions Lok Ma ▇▇▇▇ Spur Line Project -
Contract LDB201 Sheung Shui to ▇▇▇▇ Tau Tunnels
Legislation: Employees' Compensation Ordinance of Hong Kong
Special Administrative Region or any amendment or
reenactment thereof and at Common Law.
Period of Insurance: A. Construction Period of Insurance
From 16 October 2002 until 30 June 2007
and/or the completion of all contract works
under the Insured Project whichever is the
later and,
B. Maintenance Period of Insurance
12 months Maintenance Period or landscape
establishment period or to the extent and
terms defined in the Insured Contract.
Employees: ALL EMPLOYEES as described herein whilst engaged in
the Insured Projects BUT this Policy does not insure
any employees of:
i) the Kowloon-Canton Railway Corporation
ii) consultants or sub-consultants directly
contracted to the Kowloon-Canton Railway
Corporation
iii) suppliers while such employees are involved
in the manufacture of the suppliers'
proprietary products outside the Site of the
Insured Project.
[STAMP]
KCRC - ERE - LMC Spur Line - Risk Managed ECI Page 1
Attachment to Schedule 11, Part B, Employee's Compensation of the General
Conditions
Limit of Indemnity: HK$200 million any one accident inclusive of
Statutory Liability and Common Law Liability.
Special Conditions: Subject to the following Special Conditions:
(I) Terminology and Interpretation
(II) Coverage Until Final Completion
(III) Joint Insureds Clause
(IV) Primary Insurance Clause
(V) Waiver of Subrogation Rights Against All
Joint Insureds
(VI) Non-Cancellation Clause
(VII) Deleted
(VIII) W204 - Indemnity to sub-contractors
(IX) W348 - Witnessing Clause/Exception (a)
(X) Independent Contractors and/or Sole
Proprietors of sub-contractors subject to a
limit of HK$ 100 million any one event
(XI) Emergency Fatality Payment Clause
(XII) Extraordinary Weather Conditions
(XIII) Cover for Employees Temporarily Working
Outside the Hong Kong Special Administrative
Region
(XIV) Cover for Employees Whilst Undertaking
Business Trips
(XV) Emergency Transportation
(XVI) Sporting or Recreational Activities
(XVII) Unexploded Bombs and Munitions
(XVIII) Titles of Paragraphs
(XIX) Singular Terminology
(XX) Deleted
(XXI) Deleted
[STAMP]
KCRC - ERE - LMC Spur Line - Risk Managed ECI Page 2
GENERAL CONDITIONS OF CONTRACT
SCHEDULE 12
MEDIATION RULES
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[STAMP]
GENERAL CONDITIONS OF CONTRACT
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.
[STAMP]
Rev. 0: 22 May 2002 GCC/12/1 Contract No. LDB-201
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 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.
[STAMP]
Rev. 0: 22 May 2002 GCC/12/2 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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.
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
[STAMP]
Rev. 0: 22 May 2002 GCC/12/3 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
(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.
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.
[STAMP]
Rev. 0: 22 May 2002 GCC/12/4 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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:
(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
[STAMP]
Rev. 0: 22 May 2002 GCC/12/5 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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:
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:
[STAMP]
Rev. 0: 22 May 2002 GCC/12/6 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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 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.
[STAMP]
Rev. 0: 22 May 2002 GCC/12/7 Contract No. LDB-201
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[STAMP]
GENERAL CONDITIONS OF CONTRACT
SCHEDULE 13
ARBITRATION RULES
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[STAMP]
GENERAL CONDITIONS OF CONTRACT
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
[STAMP]
Rev. 0: 22 May 2002 GCC/13/1 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
(b) subject to Paragraph 1.4:-
(i) confirmation or denial of all or part of the claims;
(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
[STAMP]
Rev. 0: 22 May 2002 GCC/13/2 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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.
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.
[STAMP]
Rev. 0: 22 May 2002 GCC/13/3 Contract No. LDB-201
GENERAL CONDITIONS OF CONTRACT
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.
3.3 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.
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GENERAL CONDITIONS OF CONTRACT
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.
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.
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GENERAL CONDITIONS OF CONTRACT
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.
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.
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GENERAL CONDITIONS OF CONTRACT
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 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:-
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GENERAL CONDITIONS OF CONTRACT
(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;
(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;
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GENERAL CONDITIONS OF CONTRACT
(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.
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.
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GENERAL CONDITIONS OF CONTRACT
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 the 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 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.
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GENERAL CONDITIONS OF CONTRACT
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 Arbitrator shall also have power to tax such
costs and shall do so if requested by the parties.
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GENERAL CONDITIONS OF CONTRACT
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.
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GENERAL CONDITIONS OF CONTRACT
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.
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[STAMP]
[LOGO]
[KCR]
[CHINESE CHARACTERS]
KOWLOON CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
CONTRACT LDB-201
SHEUNG SHUI TO ▇▇▇▇ TAU TUNNELS
SPECIAL CONDITIONS OF CONTRACT
[STAMP]
Contract No. LDB-201
SPECIAL CONDITIONS OF CONTRACT
TABLE OF CONTENTS
A CONDITIONS
Clause Subject Heading Page
WORKS IN THE VICINITY OF THE RAILWAY
SCC1 Works in the Vicinity of the Railway SCC/1
THIRD PARTY CLAIMS IN RESPECT OF DAMAGE ON AND
TO AGRICULTURAL LANDS
SCC2 Third Party Claims in respect of Damage on and
to Agricultural Lands SCC/4
INDEMNITY FOR BREACH OF ENVIRONMENTAL
PERMIT
SCC3 Indemnity for breach of Environmental Permit SCC/5
VALUE ENGINEERING
SCC4 Value Engineering SCC/5
BONDS, GUARANTEES AND UNDERTAKINGS
SCC5 Bonds, Guarantees and Undertakings SCC/5
GENERAL DAMAGES
SCC6 General Damages for Key Dates KD-6, 13, 16, 18
and 20 SCC/6
B ATTACHMENTS
Attachment Subject Heading
Attachment 1 A Guide to Determining the Loss of Revenue to
the Corporation Employer
Attachment 2 Damage To Crops and Property on Agricultural
Lands
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LoA
SPECIAL CONDITIONS OF CONTRACT
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SPECIAL CONDITIONS OF CONTRACT
CONTRACT NO. LDB-201
SHEUNG SHUI TO ▇▇▇▇ TAU TUNNELS
SPECIAL CONDITIONS OF CONTRACT
SCC1 WORKS IN THE VICINITY OF THE RAILWAY
1.1 DEFINITION
1.1.1 In these Special Conditions and any other document forming the Contract,
the following words and expressions shall have the meaning hereby
assigned to them:
(a) "Director, East Rail" means the Director, East Rail of the
Employer or his authorized representative;
(b) "Isolation" means the disconnection of a section of the
electrical equipment of the Railway from all sources of
electricity supply;
(c) "Possession" means the closing of a specified length of the
railway track of the Railway to commercial rail traffic of the
Railway;
(d) "Railway" means the Kowloon-Canton Railway (Hong Kong) section;
and
(e) "Restriction" means the imposition of a limitation on the normal
permitted speed of rail traffic of the Railway over a specified
length of the railway track of the Railway.
1.1.2 Special Conditions 1.2, 1.3, 1.4 and 1.5 shall apply to works in the
vicinity of the Railway as shown in the Employer's Requirements.
1.2 COMPLIANCE WITH REQUIREMENTS
1.2.1 The Contractor shall comply with any instruction given by the Director,
East Rail through the Engineer with regard to planning, method of
working, safety requirements and any other matters which may affect the
operation of the Railway. If, notwithstanding the foregoing, a situation
occurs which, in the opinion of either the Contractor or the Director,
East Rail, may give rise to or actually constitute an emergency and
either the Contractor or the Director, East Rail considers that it is
not practicable to communicate through the Engineer, then the Contractor
and the Director, East Rail may communicate with each other directly and
the Director, East Rail may give a direct instruction to the Contractor
to carry out any remedial work or other work or repair and such
instruction shall be regarded for all purposes of the
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SPECIAL CONDITIONS OF CONTRACT
Contract as an instruction issued by the Engineer pursuant to Clause 2.5
of the General Conditions.
1.2.2 Should the Contractor be unwilling or unable at once to comply with a
direct instruction from the Director, East Rail issued under the
provisions of Special Condition 1.2.1, the Contractor shall not prevent
and shall permit the Director, East Rail or any person authorized by the
Director, East Rail to carry out the remedial work or other work or
repair required by the direct instruction.
1.2.3 If the remedial work or other work or repair referred to in Special
Condition 1.2.2 is work which, in the opinion of the Engineer, the
Contractor is obliged to do under the Contract, all costs and charges
which are, in the opinion of the Engineer, properly incurred by the
Employer in carrying out the same shall be a sum for which the
Contractor shall be liable to the Employer under the Contract.
1.2.4 The Contractor shall notify the Engineer as soon as possible of any
direct instruction received from the Director, East Rail under the
provisions of this Special Condition 1.2.
1.3 WORK ON OR NEAR THE RAILWAY TRACK OF THE RAILWAY
1.3.1 Where any part of the Works has to be carried out during a period of
Restriction, Possession and/or Isolation and the period of such
Restriction, Possession and/or Isolation is stated in the Contract, the
Contractor shall plan and execute the Works so that such period is not
exceeded and no further periods are required.
1.3.2 If no such period is stated in the Contract, the Contractor shall,
before commencing any work, hold discussions through the Engineer with
the Director, East Rail who will decide if any part of the Works is to
be carried out during a period of Restriction, Possession and/or
Isolation. Such decision of the Director, East Rail shall be binding on
the Contractor. No claim by the Contractor for any extension of time or
any additional or further payment of whatsoever nature shall be allowed
as a result of a decision made under this Special Condition 1.3.2 by the
Director, East Rail.
1.3.3 After the method of carrying out the work has been agreed with the
Director, East Rail (taking into account any provisional arrangements
which have been made), the Contractor shall (in cases other than for
emergency works) submit written notice of his programme of work, which
shall include details of any Restriction, Possession and/or Isolation
previously notified as being necessary by the Director, East Rail, to
the Engineer, not less than ten weeks in advance of the proposed
commencement of work within the Railway boundary.
1.3.4 Where an entry into the vicinity of the Railway, or a Restriction,
Possession and/or Isolation is necessary, the Contractor shall initiate
the necessary action to obtain the requisite review from the Director,
East Rail. The Contractor shall be solely responsible for all delays
caused by any failure to submit the necessary application for
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SPECIAL CONDITIONS OF CONTRACT
review without objection, submission of inadequate information or late
submission of any such application.
1.3.5 The Contractor shall organise the execution of the relevant work during
any period of Restriction, Possession and/or Isolation such that the
Director, East Rail will be able to remove such Restriction, Possession
and/or Isolation at the time stated in the Contract or the time
previously agreed by the Director, East Rail. Should the Contractor, in
the opinion of the Engineer or the Director, East Rail, not make
sufficient or adequate arrangements (including the provision of standby
plant) for completing the whole or any stage of the work within the time
stated in the Contract or agreed with the Director, East Rail, the
Director, East Rail may, at his discretion, cancel the Restriction,
Possession and/or Isolation, or the Director, East Rail may employ
labour, plant and materials to assist the Contractor to finish the work
or carry out such work as is necessary to enable the Restriction,
Possession and/or Isolation to end as soon as practicable and the
Contractor shall be responsible for the cost thereof, which shall be
recoverable from the Contractor as a debt.
1.3.6 A period of Restriction, Possession and/or Isolation cannot normally be
extended, and if the Contractor fails to carry out the relevant work
during any such period, he shall re-apply to the Director, East Rail for
a further period of Restriction, Possession and/or Isolation.
1.3.7 All expenses which in the opinion of the Engineer are properly incurred
by the Employer as a result of the Director, East Rail making
arrangements to assist the Contractor or carrying out any necessary work
in accordance with Special Condition 1.3.5, shall be a sum for which the
Contractor shall be liable to the Employer under the Contract.
1.4 DAMAGES FOR DELAY
1.4.1 Without prejudice to Clause 48 of the General Conditions and in addition
to any expenses incurred pursuant to Special Conditions 1.2.3 and 1.3.7,
any loss of revenue and/or additional expenditure which in the opinion
of the Engineer has been incurred by the Employer by reason of the
rescheduling of the Employer's Railway services by the Employer, due to
the Contractor obstructing the Railway tracks or interfering with the
signalling system or overhead electrical equipment of the Employer's
Railway services, other than for a period when Restriction, Possession
and/or Isolation has been given, shall be a sum for which the Contractor
shall be liable to the Employer under the Contract. A guide to the
method of determining the loss of revenue to the Employer under this
Special Condition 1.4.1 is set out in Attachment 1 to these Special
Conditions.
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SPECIAL CONDITIONS OF CONTRACT
1.5 CANCELLATION OF RESTRICTIONS, POSSESSIONS OR ISOLATIONS AT SHORT NOTICE
1.5.1 The Director, East Rail may, at any time by notice to the Contractor,
cancel or alter the date and the timing of any Restriction, Possession
and/or Isolation stated in the Contract or previously agreed by the
Director, East Rail if such cancellation or alteration is, in his
opinion, necessary for the safety or uninterrupted running of rail
traffic of the Railway, but in such an event, he shall make alternative
arrangements as soon as practicable and shall inform the Contractor
accordingly.
1.5.2 The cancellation or alteration by the Director, East Rail of the date
and the timing of any Restriction Possession and/or Isolation stated in
the Contract or previously agreed by the Director, East Rail referred to
in Special Condition 1.5.1 shall be deemed to be an instruction of the
Engineer issued pursuant to Clause 2.5 of the General Conditions and if,
as a result of such cancellation or alteration, 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 therefore, the Engineer
shall give a decision pursuant to Clause 45 and/or Clause 56 and/or 57
of the General Conditions, provided that the Contractor has complied
with his obligations pursuant to Clause 45 and/or Clause 58 of the
General Conditions, as appropriate.
SCC2 THIRD PARTY CLAIMS IN RESPECT OF DAMAGE ON AND TO AGRICULTURAL LANDS
2.1 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 of any such
claim received.
2.2 When a claim involves alleged damage to crops or property on
agricultural lands, the District Lands Officer shall be informed by the
Engineer's Representative and representative or representatives of the
District Lands Office will be present at the negotiations in respect of
such claims 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, if any, 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, if any,
delay 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 Clause 75 of the General Conditions the sums so paid.
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SPECIAL CONDITIONS OF CONTRACT
2.3 Procedures to be followed when damage to crops or to other property has
occurred on agricultural lands as a result of the Works are set out in
Attachment 2 to these Special Conditions.
SCC3 INDEMNITY FOR BREACH OF ENVIRONMENTAL PERMIT
3.1 Without prejudice to any other provision of the 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 or
requirement included in the Environmental Tenant Contained in Appendix E
to 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.
SCC4 VALUE ENGINEERING
4.1 In the event that the Engineer in his absolute discretion reviews
without objection any Value Engineering proposal submitted by the
Contractor in accordance with the Contract (as the term "Value
Engineering" is defined in paragraph 1.3.1 of the Particular
Specification), the Engineer shall issue an instruction pursuant to
Clauses 54.1 or 54.2 of the General Conditions and the cost saving
resulting from such variation instruction will be valued by the Engineer
pursuant to Clause 56.1 of the General Conditions and, following the
assessment by the Engineer of the respective costs incurred by the
Employer and the Contractor in developing and examining the Value
Engineering proposal, the remainder of the cost saving shall be shared
between the Employer and the Contractor in the ratio of 50% and 50%
respectively, and any such saving shall be dealt with by the Engineer
pursuant to Clause 66 of the General Condition.
SCC5 BONDS, GUARANTEES AND UNDERTAKINGS
5.1 General Conditions of Contract for Design-Build Works (Civils) (14
September 2001 Edition) Clause 14.1(a) is amended as follows:-
(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
[STAMP]
Rev.2: 30 October 2002 SCC/5 Contract No. LDB201
LoA
SPECIAL CONDITIONS OF CONTRACT
SCC6 GENERAL DAMAGES
6.1 In the event that the Contractor fails to achieve any of the applicable
Stages of the Works by Key Dates ▇▇-▇, ▇▇-▇▇, ▇▇-▇▇, ▇▇-▇▇ or KD-20, the
Engineer shall assess and certify any general damages incurred by the
Employer as a result of such failure including, without limitation, any
cost or damages or other payment which the Employer becomes liable to
pay to any Project Contractor or any cost of acceleration of the works
of any Project Contractor to ensure the timely completion of such works.
Any such general damages in respect of any failure by the Contractor to
achieve the applicable Stages by the relevant Key Dates shall not exceed
the aggregate of *** in respect of all 5 Key Dates. The Employer may
deduct and retain the amount of any general damages becoming due
pursuant to this Special Condition from any sum due or which becomes due
to the Contractor or require the Contractor to pay such amount to the
Employer forthwith.
*** Certain information on this page has 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: 30 October 2002 SCC/6 Contract No. LDB201
SPECIAL CONDITIONS OF CONTRACT
ATTACHMENT 1 TO THE SPECIAL CONDITIONS OF CONTRACT
A GUIDE TO DETERMINING THE LOSS OF REVENUE TO THE EMPLOYER
The following is a guide to the Contractor as to the method of calculating any
loss of revenue to the Employer under Special Condition 1.4.1.
Note: 1. The figures used in the examples indicate the level of loss
which might be caused by a delay of ONE DAY OR A PART THEREOF to
rail traffic.
2. If there has been a fare and/or tariff increase during the
periods being considered for the purposes of calculation then
due allowances will be made in the calculations.
3. The total loss of revenue to the Employer will be the sum of
losses determined from each of the three revenue categories
which are Electric Multiple Unit (EMU) Passenger and Luggage
Services, Goods Conveyance and Related Services and, Intercity
Train Passenger and Luggage Services.
4. The term "General Public Holiday" used in this Attachment means
the general holidays stipulated in the Holiday Ordinance (Cap
149) but excluding Sunday unless Sunday is also one of the other
general holidays under the said Ordinance.
[STAMP]
SPECIAL CONDITIONS OF CONTRACT
Attachment 1
A. NORMAL DAILY SERVICES
Normal daily services includes weekdays, Saturdays, and Sundays other than when
such days are also GENERAL PUBLIC HOLIDAYS and when such days are included in
the SEVEN DAYS BEFORE AND AFTER A GENERAL PUBLIC HOLIDAY. A General Public
Holiday shall be a day as laid down by Notice in the Government Gazette.
To calculate the loss, the average aggregate of revenue earnings from rail
traffic on the same day for the immediate previous three weeks must first be
derived from the Employer's records and the actual revenue on the day in
question will be deducted therefrom.
Example 1
If the contractor caused delay to rail traffic on Thursday 26 May 1994, the
following calculation will be carried out by the Employer:
Ordinary Train Goods Train Intercity Train
-------------- ------------- ----------------
Revenue for Thursday 19.5.94 4,410,178.65 459,990.00 340,014.17
Revenue for Thursday 12.5.94 4,430,530.60 446,149.40 266,345.87
Revenue for Thursday 5.5.94 4,460,878.74 531,652.30 282,968.75
Aggregate of Revenue 13,301,588.99 1,437,791.70 889,328.79
-------------- ------------- ----------------
Average Revenue = (Aggregate Revenue/Three) 4,433,863.00 479,263.90 296,442.93
Less: Actual revenue for 26.5.94 (Thur) 4,483,754.63 551,420.10 250,743.07
-------------- ------------- ----------------
Loss of revenue to be recovered NIL* NIL* **45,699.86
-------------- ------------- ----------------
Total loss of revenue to be recovered is $45,699.86.
Notes:
* There is no loss of revenue in the Ordinary Train and Goods Train services
as the actual revenue earned on the date in question was greater than the
average revenue.
** This is a hypothetical figure which assumes that the frequency of trips
operated for Intercity Trains has been reduced.
[STAMP]
SPECIAL CONDITIONS OF CONTRACT
Attachment 1
B. FESTIVAL/HOLIDAY SERVICE
Festival/Holiday service includes the SEVEN DAYS BEFORE AND AFTER A GENERAL
PUBLIC HOLIDAY.
To calculate the loss, the revenue from rail traffic for the day in question
will be deducted from the revenue arrived at by incorporating a growth factor
into the actual revenue of the same Festival/Holiday date in the previous year.
A growth index will be determined by using the immediate previous Sunday's
revenue and comparing the same with the revenue of the equivalent day of the
previous year. If the operation on any of such Sundays is irregular due to
typhoon, accident(s) or any other cause whatsoever, then the next immediate
previous Sunday's revenue will be used for comparison to deduce a growth
percentage for this purpose.
Example 2
If the contractor caused delay to rail traffic on Dragon Boat Festival 1994 -
(Tuesday 14 June) the following calculation will be carried out by the
Engineer:-
3.1 Determining the growth factor
(a) The immediate previous Sunday in the current year is Sunday 12
June 1994.
(b) The equivalent Holiday/Festival date of the previous year was 24
June 1993, thus the equivalent date of the previous year for
considering the growth index is Sunday 20 June 1993.
Ordinary Train Goods Train Intercity Train
-------------- ------------ ---------------
(c) Revenue for (a) 12.6.94
(Sun) 4,939,527.37 271,246.70 245,531.36
(d) Revenue for (b) 20.6.93
(Sun) 3,662,754.59 486,019.70 196,711.02
(e) Determining the revenue
growth index (c/d) 134.86% 55.81% 124.82%
(f) Revenue for 24.6.93 (Thur) 3,429,369.72 593,239.20 229,746.95
(g) Adjusted basis revenue after
incorporating growth index
(fxg) 4,624,788.58 331,085.71 286,766.25
Less: Actual revenue for
14.6.94(Tue) 3,978,285.72 183,935.80 282,949.08
Loss of revenue to be
recovered 646,502.86 147,149.91 3,817.17
-------------- ------------ ---------------
[STAMP]
SPECIAL CONDITIONS OF CONTRACT
Attachment 1
Total loss of revenue to be recovered is $797,469.93.
Example 3
If the contractor caused a delay to rail traffic on a day before the Dragon
Boat-Festival - 1994, that is, on 12.6.94 (Sun) the following calculation will
be carried out by the Engineer:-
3.1 Determining the growth index
(a) The immediate previous Sunday in the current year was Sunday 5
June 1994.
(b) The equivalent date of the previous year for considering the
growth index was Sunday 20.6.93.
(c) The equivalent date in question of the previous year was
Tuesday, 22 June 1993. (i.e. two days before the Festival date
in 1993).
3.2 Determining the loss of revenue
Ordinary Train Goods Train Intercity Train
-------------- ------------ ---------------
(d) Revenue for 5.6.94 (Sun) 4,742,037.06 374,641.50 176,186.04
(e) Revenue for (b) 20.6.93
(Sun) 3,662,754.59 486,019.70 196,711.02
(f) Growth Index (d/e) 129.47% 77.08% 89.57%
(g) Revenue for 24.6.93 (Thur) 4,410,678.93 659,351.70 292,099.60
(h) Adjusted basis revenue after
incorporating growth index
(fxg) 5,710,347.89 508,252.05 261,621.70
Less: Actual revenue for
12.6.94 (Sun) 4,939,527.37 271,246.70 245,531.36
-------------- ------------ ---------------
Loss of revenue to be
recovered 770,820.52 237,005.35 16,090.34
-------------- ------------ ---------------
Total loss of revenue to be recovered is $1,023,916.21
Example 4
[STAMP]
SPECIAL CONDITIONS OF CONTRACT
Attachment 1
If the contractor caused a delay to rail traffic on the same date as given in
Example 1 (i.e. 26 May 1994) and assuming that there were revisions in both
passenger fare and goods tariff scales effective on 10 May 1994, the revenue for
the third previous Thursday (i.e. 5 May 1994) would not be used for comparison
purposes as the revenue for this date would not take account of the revision. It
is therefore excluded from consideration.
Determination of the loss of revenue would be based simply on the average of the
revenues for 12 May 94 and 19 May 94. The calculation will be as follows:-
Ordinary Train Goods Train Intercity Train
--------------- ------------- -----------------
Revenue for Thursday 19.5.94 4,410,178.65 459,990.00 340,014.17
Revenue for Thursday 12.5.94 4,430,530.60 446,149.40 226,345.87
Aggregate of Revenue 8,840,709.25 906,139.40 606,360.04
--------------- ------------- -----------------
Average Revenue =
(Aggregate Revenue/Two) 4,420,354.63 453,069.70 303,180.02
Less: Actual revenue for 26.5.94 4,483,754.63 551,420.10 250,743.07
--------------- ------------- -----------------
Loss of revenue to be recovered NIL* NIL* **52,436.95
--------------- ------------- -----------------
Total loss of revenue to be recovered is $52,436.95.
Notes:
* There is no loss of revenue in Ordinary Train and Goods Train services
as the actual revenue earned on the date in question was greater than
the average revenue which included the revision.
** This is a hypothetical figure which assumes that the frequency of trips
operated for Intercity Trains has been reduced and in consequence the
revenue for Intercity Train services has been reduced.
4.1 Determination of loss of revenue in extreme cases
(a) If the date in question fell on the first date of fare and/or
tariff scales revision, the referenced dates would be based on
the immediate equivalent dates in the succeeding weeks. If the
date in question was Wednesday 1 May 1991 and the revision took
place on the same date, then the immediate three consecutive
Wednesdays would be referred to for calculation of average
revenue and the actual revenue for the date in question (1.5.91)
would be deducted therefrom, to arrive at the loss of revenue.
[STAMP]
SPECIAL CONDITIONS OF CONTRACT
Attachment 1
(b) Where there is a revision in both fare and tariff scales on a
day less than three weeks before the day upon which the
contractor caused a delay then the basis of the revenue
consideration will exclude the days before the date of the
increase in fare and tariff scales which would ordinarily be
used to calculate the sum. For example; if there was a revision
in both fare and tariff scales on 10.5.91 and the delay caused
by the contractor fell on Thursday 23.5.91, then the basis
revenue for consideration would simply be the revenue for
Thursday 16.5.91 and the actual revenue for Thursday 23.5.91
would be deducted therefrom. This is because both the second and
the third immediate previous Thursdays (i.e. 9.5.91 and 2.5.91
respectively) were before the effective date for revision which
was assumed to be on Friday 10.5.91.
[STAMP]
SPECIAL CONDITIONS OF CONTRACT
Attachment 2
ATTACHMENT 2 TO THE SPECIAL CONDITIONS OF CONTRACT
DAMAGE TO CROPS AND PROPERTY ON AGRICULTURAL LANDS
PROCEDURES
1. On receiving a report from the appropriate District Office (DO),
District Lands Office (DLO), Agriculture, Fisheries and Consevation
Department (AFCD) or the claimant, that damage has occurred, the
Engineer's Representative shall arrange an early joint inspection of the
affected area with representatives of the Contractor, the claimant, the
DO, DLO, AFCD, and the relevant project office if the Works are being
supervised by consultants, to ascertain whether the damage has
originated from the contract works. A written assessment should be sent
to Department of Justice (DoJ) by the Engineer, or via the project
office when consultants are involved, for advice if there are any doubts
as to the Contractor's liability.
2. Where the inspection reveals that damage could have originated from the
Works the Engineer's Representative shall as soon as possible after the
damage has occurred arrange for -
(a) the damage to be photographed;
(b) the boundary of the damaged area or the extent of the damage to
be defined and recorded during the inspection;
(c) DLO or District Survey Office staff to record lot numbers,
details of the damage, and measure and prepare a plan of the
land area involved;
(d) AFCD staff, with the assistance of the Engineer's Representative
if required, to provide technical advice, record the damage,
determine the total value of damage and/or loss of the crops
suffered, assess the cost of removing silt (if any) and of
restoring the soil to a state suitable for production of crops
(if applicable);
(e) measurements of quantities for compensation assessment by DLO or
AFCD to be agreed with the Contractor and the claimant through
the Engineer's Representative and recorded in the usual way for
contract measurements; and
(f) apportionment of the damage to be assessed where part only of
the damage has been caused by the Works. This apportionment may
include other Works.
3. If any change of circumstance arises which causes the compensation to be
re-assessed, the department/office/party having knowledge of such change
of circumstance shall notify the Engineer's Representative, who shall
arrange another Site inspection following the procedures set out in
paragraphs 1 and 2. The re-assessment made should be copied to
Department of Justice (DoJ) if advice on the Contractor's liability has
been sought and the basis of re-assessment differs from the previous
assessment.
[STAMP]
SPECIAL CONDITIONS OF CONTRACT
Attachment 2
4. If the Engineer considers that flooding or any material which caused the
damage had originated from the Works, he shall write to the Contractor -
(a) notifying the Contractor of impending claims for compensation
and that details (AFCD Damage and/or Crop Compensation
Schedules) will be forwarded when obtained from the DLO;
(b) drawing the Contractor's attention to the appropriate clause in
the General Conditions requiring him to indemnify the Employer
against claims;
(c) enquiring whether, in the event of the land owner and/or
occupier agreeing, the Contractor wishes to remove silt and
boulders and/or to repair any damage by his own labour. Where
damage has caused loss of crops, the Contractor shall be liable
both for the cost of repairing the damage and for paying
compensation for loss of crops.);
(d) requesting the Contractor to pay the compensation direct to the
DLO within 14 days of being given notice of the amount payable
and/or repair the damage or bear the cost of doing so; and
(e) informing the Contractor that in the event of his not paying the
DLO as requested, the Employer may pay such compensation to the
claimant without prejudice to the Employer's rights under the
Contract including the right to recover all costs incurred from
the Contractor in accordance with the SCC2 relating to claims by
a third party in respect of damage.
5. The Engineer shall attempt to obtain the Contractor's acceptance of
liability quickly, but provided that the Engineer is satisfied that the
damage has been caused by the execution of the contract works, funds
will be provided from the project vote if the Contractor has failed to
pay within the 14 days and/or has failed to commence any repair work
which he has undertaken to do. The amount paid in compensation shall be
recovered by deductions from money due to the Contractor.
6. The assessed costs shall be paid by banker's cheque through the DLO to
the claimant.
7. Should the amount of compensation exceed the amount of money due or
likely to become due to the Contractor under the Contract, the Employer
shall be entitled to deduct the difference from moneys due to the
contracts in accordance with Clause 75 of the General Conditions.
8. If it cannot be agreed on whether the damage was caused by the Works, or
to what extent it was caused, the Engineer's Representative in
consultation with the relevant DO will present a case as soon as
possible to the Engineer so that a decision can be made on whether to
accept a commitment against the project vote in the event that it may
not be possible legally to recover any or some of the compensation from
the Contractor.
[STAMP]
SPECIAL CONDITIONS OF CONTRACT
Attachment 2
9. A flow chart showing procedures to be followed is attached at Annex A.
10. The following points relating to the SCC2 should also be noted:-
(a) the Employer is entitled under the SCC to exercise the right to
deduct the amount paid by way of set-off, from any monies due or
which may become due to the Contractor under the Contract or any
other contract, provided that the claim is in respect of matters
for which the Contractor is required under the contract to
indemnify the Employer and the Employer is satisfied that the
Contractor or his insurers are delaying settlement of the claim.
(b) There is no obligation on the part of the Employer to make
direct payment to a claimant. There is merely a discretion to do
so if it is thought appropriate in the circumstances.
(c) in any case it is possible that the Contractor or his insurers
could mount an action against the Employer if it could be proved
that the terms of settlement with the claimant were too
generous. This is a risk inherent in the SCC which can only be
minimized by careful examination and assessment of the claims
but can never be eliminated completely.
(d) The procedure sub-clause 2.2 of the SCC2 shall be invoked only
in relation to settlement of small claims. Claims substantially
above the stated excess in the insurance policy should be left
to the care of the insurers.
11. Where damage is caused by the execution of the Works GC Clause 22 and GC
Clause 75 shall apply and the procedures set out above shall be used as
appropriate.
12. When deducting money in accordance with this circular always refer to
the SCC2 or GC Clause 22. Any dispute over the right to deduct or the
valuation shall be resolved under GC "Dispute Resolution" Clause 78.
13. In the event that the claimant does not agree with AFCD's valuation then
in the first instance DO/DLO intervene to see if the dispute may be
settled satisfactorily between the claimant and the Contractor. If the
dispute cannot be so settled, it shall be referred to the Department of
Justice (DoJ).
[STAMP]
SPECIAL CONDITIONS OF CONTRACT
Attachment 2
Annex A
[PROCEDURE MAP]
[STAMP]
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.
Contractor: Dragages (HK) Joint Venture
[LOGO]
KCR
[CHINESE CHARACTERS]
KOWLOON-CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
Contract No.LDB-201
SHEUNG SHUI TO ▇▇▇▇ TAU TUNNELS
FORM OF TENDER
[STAMP]
Contract No.LDB-201
PART A : THE TENDER - PART 1 FORM OF TENDER
Tenderer: Dragages (HK) Joint Venture
KOWLOON-CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
FORM OF TENDER
Date: 9 August 2002
To: Director, East Rail Extensions,
Kowloon-Canton Railway Corporation,
Ground Floor, KCRC House,
▇▇.▇ ▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇,
▇▇ ▇▇▇, ▇▇▇ ▇▇▇▇▇▇▇▇▇▇▇,
▇▇▇▇ ▇▇▇▇.
Dear Sir,
Contract No.LDB-201
SHEUNG SHUI TO ▇▇▇▇ TAU TUNNELS
1. Having inspected the Site and examined the General Conditions of
Contract, the Special Conditions of Contract, the Employer's
Requirements, including, without limitation, the Drawings and the
Specification contained therein, 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 and prepared the Contractor's Proposals
contained in Appendix 3 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 Employer's Requirements,
any addenda and the aforesaid other information and Appendices 1, 2 and
3 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
[STAMP]
5 August 2002 - Page 1 of 2 - Contract No.LDB-201
PART A : THE TENDER-PART 1 FORM OF TENDER
Tenderer: Dragages (HK) Joint Venture
the joint venture on whose behalf this Tender is submitted shall
constitute a breach of this undertaking);
(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 the Special Conditions of Contract;
and/or
(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. Not used.
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/ ▇▇▇ ▇▇▇▇▇▇▇ Signature /s/ ▇. ▇▇▇▇▇▇▇▇▇
---------------------------- ------------------------
Name ▇▇▇ ▇▇▇▇▇▇▇ Name ▇▇▇ ▇▇▇▇▇▇▇▇▇
For and on behalf of _________________ Occupation CIVIL ENGINEER
Bouygues Travaux Publics Address ▇▇/▇ ▇▇▇▇▇▇ ▇▇▇▇▇ ▇▇▇▇▇,
▇▇▇▇▇▇▇ 11/F Island Place Tower, 510 510 King's Road, North
King's Road, North Point, Hong Kong. Point, Hong Kong.
Date 9 August 2002
Witnessed by
Signature /s/ ▇▇▇▇▇ Ip Signature /s/ ▇▇▇▇▇ Stomy
---------------------------- ------------------------
Name ▇▇▇▇▇ IP Name ▇▇▇▇▇ Stomy
For and on behalf of _________________ Occupation Geotechnical Manager
Dragages et Travaux Publics (HK) Ltd.
▇▇▇▇▇▇▇ ▇▇/▇ ▇▇▇▇▇▇ ▇▇▇▇▇ ▇▇▇▇▇, ▇▇▇ ▇▇▇▇▇▇▇ ▇▇/▇ ▇▇▇▇▇▇ ▇▇▇▇▇ ▇▇▇▇▇,
▇▇▇▇'▇ ▇▇▇▇, ▇▇▇▇▇ ▇▇▇▇▇, ▇▇▇▇ ▇▇▇▇. ▇▇▇ ▇▇▇▇'▇ ▇▇▇▇, ▇▇▇▇▇
▇▇▇▇▇, ▇▇▇▇ ▇▇▇▇.
Date 9 August 2002
[STAMP]
9 August 2002 - Page 2 of 2 - Contract No.LDB-201
Contractor: Dragages (HK) Joint Venture
[LOGO]
KCR
[CHINESE CHARACTERS]
KOWLOON-CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
Contract No.LDB-201
SHEUNG SHUI TO ▇▇▇▇ TAU TUNNELS
APPENDIX 1 TO THE FORM OF TENDER
[STAMP]
Contract No.LDB-201
PART A: THE TENDER - PART 1 APPENDIX 1 TO THE FORM OF TENDER
Tenderer: Dragages (HK) Joint Venture
APPENDIX 1
TO THE FORM OF TENDER
1. DEFINITION OF "PROJECT"
(Clause GC - 1.2 of the General Conditions)
"Project" means the Lok Ma ▇▇▇▇ Spur Line forming part of the KCRC East
Rail Extensions, which provides a 7.4 km double track electrified twin
track domestic passenger train railway between Sheung Shui and Lok Ma
▇▇▇▇. It comprises the rail alignment from the existing Sheung Shui
Station to the proposed Lok Ma ▇▇▇▇ Terminus located at the boundary of
Lok Ma ▇▇▇▇. The construction of the Spur Line includes the construction
of a 5.2 km long railway line in tunnels and at grade between Sheung
Shui Station and ▇▇▇▇ Tau; 2.2 km long railway line on viaducts between
▇▇▇▇ Tau and the proposed Lok Ma ▇▇▇▇ Terminus with railway
cross-boundary facilities at Lok Ma ▇▇▇▇. The Project also includes
diversion of Dongjiang Watermains 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-6.5 of the General Conditions
Instruction of the termination of the appointment of the
Designer and/or the Independent Checking Engineer.
(d) Clause GC-6.6 of the General Conditions
Consent to the appointment of a replacement of the Designer
and/or the Independent Checking Engineer.
[STAMP]
9 August 2002 Page 1 of 5 Contract No.LDB-201
PART A: THE TENDER - PART 1 APPENDIX 1 TO THE FORM OF TENDER
Tenderer: Dragages (HK) Joint Venture
(e) Clause GC-16 of the General Conditions
Review without objection of the Works Programme.
(f) Clause GC-17 of the General Conditions
Review without objection of the method statement.
(g) Clause GC-21.6 of the General Conditions
Instructing the rectification of loss/damage to the Works caused
by Excepted Risks.
(h) Clause GC-31.3 of the General Conditions
Instructing the disposal of, or dealing with, antiquities.
(i) 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.
(j) Clause GC-46.2 of the General Conditions
The instruction of increased rates of progress of the Works.
(k) 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.
(1) Clause GC-48.5 of the General Conditions
Assessment of reduced rate of liquidated damages for delay.
(m) Clause GC-51.1 of the General Conditions
Instruction of the suspension of the Works or any Section, or
any part of the Works.
(n) Clause GC-53.1(c) of the General Conditions
The instruction of additional work in the Defects Liability
Period not originally included in the Employer's Requirements.
[STAMP]
9 August 2002 Page 2 of 5 Contract No.LDB-201
PART A: THE TENDER - PART 1 APPENDIX 1 TO THE FORM OF TENDER
Tenderer: Dragages (HK) Joint Venture
(o) Clause GC-54 of the General Conditions
Issue of variation instructions in respect of work with an
estimated value in excess of HK$500,000.
(p) Clause GC-55A of the General Conditions
The exercise of Option(s) by instructing the Contractor to
execute the work comprised therein.
(q) Clause GC-56 of the General Conditions
The valuation of variation and other instructions.
(r) Clause GC-57 of the General Conditions
The assessment of Cost for disturbance to the progress of the
Works.
(s) Clause GC-62.1 of the General Conditions
Withholding of consent to bring onto the Site any item of
Contractor's Equipment not solely owned by the Contractor.
(t) Clause GC-65.1 of the General Conditions
The issue of instructions for the expenditure of Provisional
Sums.
(u) Clause GC-66.5 and 66.6of the General Conditions
Review of Interim Payment Schedule and Schedule of Milestones
and the revision thereof.
(v) Clause GC-74.1 of the General Conditions
Service of notice of the Contractor's abandonment or breach of
the Contract entitling the Employer to serve a notice of
termination.
4. AMOUNT OF CONTRACTOR'S BOND
(Clause 14.1(a) of the General Conditions)
*** The Contractor should provide the Bond within 14 days of the date of
the Letter of Acceptance or such other date as the Engineer may direct.
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
9 August 2002 Page 3 of 5 Contract No.LDB-201
FORM OF TENDER
APPENDIX 1 TO THE FORM OF TENDER
Tenderer ___________
5. LEVEL OF PROFESSIONAL INDEMNITY INSURANCE
(Clause 33.1(f) of the General Conditions)
***
6. LIQUIDATED DAMAGES FOR DELAY
(Clauses 48.2 and 48.5 of the General Conditions)
LIQUIDATED TOTAL LIQUIDATED
LIQUIDATED DAMAGES PAYABLE DAMAGES
DAMAGES PAYABLE BY EMPLOYER TO PAYABLE TO THE
KEY DATE TO THE EMPLOYER THIRD PARTY EMPLOYER
NO. (A) (B) (A+B)
------------------------------------------------------------------
(All figures below are HK$ per day for each day of delay)
KD-1 *** -- ***
KD-2 *** -- ***
KD-3 *** *** ***
KD-4A *** -- ***
KD-4B *** -- ***
KD-5A *** -- ***
KD-5B *** -- ***
NOT USED
KD-7 *** -- ***
KD-8 *** -- ***
KD-9 *** -- ***
KD-10 *** -- ***
KD-11 *** -- ***
KD-12A *** -- ***
KD-12B *** -- ***
NOT USED
KD-14 *** -- ***
KD-15 *** -- ***
NOT USED
KD-17 *** -- ***
NOT USED
KD-19 *** -- ***
NOT USED
KD-21 *** -- ***
Note: The Liquidated Damages for Key-Date KD-3 is *** per day payable by the
Employer to Third Party (i.e. The Government of the Hong Kong Special
Administration Region), which is only applicable upon the exercising by
the Employer of the Works in Option 1.
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
LoC Page 4 of 5 Contract No.LDB-201
PART A: THE TENDER - PART 1 APPENDIX 1 TO THE FORM OF TENDER
Tenderer: Dragages (HK) Joint Venture
7. LIMIT FOR LIQUIDATED DAMAGES FOR DELAY
(Clause 48.6 of the General Conditions)
***
[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.
[STAMP]
9 August 2002 Page 5 of 5 Contract No.LDB-201
Contractor: Dragages (HK) Joint Venture
[LOGO]
KCR
[CHINESE CHARACTERS]
KOWLOON-CANTON RAILWAY CORPORATION
EAST RAIL EXTENSIONS
Contract No.LDB-201
SHEUNG SHUI TO ▇▇▇▇ TAU TUNNELS
APPENDIX 2 TO THE FORM OF TENDER
PRICING DOCUMENT
[STAMP]
Contract No.LDB-201
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT
FORM OF TENDER
APPENDIX 2
PRICING DOCUMENT
TABLE OF CONTENTS
Page No.
1. Preamble P1/10 - 10/10
Annex 1 - Daywork Labour Schedule DLS 1/2 - 2/2
2. Pricing Schedule
- Pricing Schedule Summary PS.SUM1/2 - 2/2
- Cost Centers A to Q A - Q
- Cost Centers R (Option 1) R
- Schedule of Rates
- Preamble to Schedule of Rates - General Directions SR1/2 - 2/2
- Cost Centre A to P A - P
- Cost Centre R R
3. Schedule of Milestones SM1/24 - 24/24
4. Schedule of Milestones (Option) SM(O)1/1
5. Interim Payment Schedule IPS1/3 - 2/3
6. Interim Payment Schedule (Option) IPS 3/3
7. Annex 1 - Standard Method of Measurement
Architectural Builder's Works and Finishes
8. Annex 2 - Standard Method of Measurement
Building Services
9. Annex 3 - Additions and Amendments to the Methods
of Measurement
[STAMP]
Rev. 0: 17 May 2002 Contract No.LDB-201
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT
APPENDIX 2
TO
THE FORM OF TENDER
PRICING DOCUMENT
PREAMBLE
[STAMP]
Contract No.LDB-201
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT PREAMBLE
APPENDIX 2
PRICING DOCUMENT
PREAMBLE
GENERAL
1. This Pricing Document is divided into the following parts:
1.1. Preamble;
1.2. Pricing Schedule (Tender Total and Cost Centres and Schedule of
Rates);
1.3. Schedule of Rates
1.4. Schedule of Milestones;
1.5. Interim Payment Schedule (IPS); and
1.6. Methods of Measurement.
PREAMBLE
2. The Contract is a fixed price lump sum contract subject to changes in
price only pursuant to Clause 54 of the General Conditions and to any
additional amounts becoming due to the Contractor in accordance with the
express provisions of the Contract.
3. The total of the Cost Centre Values, as the same may be revised in
accordance with Clause 66.2 of the General Conditions, represents the
full extent of the Contractor's fixed price lump sum entitlement for the
execution of the Works and of all obligations under the Contract as
described in or to be inferred from the Contract as a whole, subject
only to such additional amounts as may become due in accordance with the
express provisions of the Contract.
4. 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 descriptions in the Pricing Document.
5. The prices inserted in the Pricing Document shall be the full inclusive
value of the work done under the relevant activities or items, covering
all costs and expenses which may be required in and for the execution of
the Works in accordance with the Contract, including all general risks,
liabilities and obligations set forth or implied in the Contract.
[STAMP]
Rev. 0: 22 May 2002 P1/10 Contract No.LDB201
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT PREAMBLE
6. Not used.
7. The Contract does not provide for fluctuations in prices.
8. All rates and prices are expressed in Hong Kong dollars.
PRICING SCHEDULE
9. For payment purposes, the Works are divided into a number of Cost
Centres, each of which, with the exception of Cost Centre A
(Preliminaries and General Requirements), represents a major item or
series of interrelated items associated with the Works. The price for
the work comprised within each Cost Centre is the Cost Centre Value.
10. The Pricing Schedule identifies each Cost Centre and describes the work
to be undertaken within each Cost Centre. It is not the intent that such
descriptions fully define the work falling within the scope of each Cost
Centre.
11 Cost Centre Q comprises "Provisional Sums and Dayworks". 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 Q will be revised to nil upon the issue of
the Letter of Acceptance, in accordance with Clause 66.2 of the General
Conditions. The Contractor shall not be entitled to any loss of profit
or any other cost in relation to any unexpended items within Cost Centre
Q.
11A. The Pricing Schedule includes Cost Centre R for the works relating to
Option. This Cost Centre shall have no effect whatsoever unless and
until the Engineer exercises the relevant Option pursuant to Clause 55A
of the General Conditions.
12 The total of the Cost Centre Values (Cost Centre A to Cost Centre Q
inclusive) as shown in the Pricing Schedule Summary identifies the
Tender Total which shall (subject to the provisions of the General
Conditions, including, without limitation, Clause 66.2(a)) 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, or such other matters for which an entitlement to payment is
the subject of express provisions of the General Conditions, Special
Conditions of this Preamble.
[STAMP]
Rev. 0: 22 May 2002 P2/10 Contract No.LDB201
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT PREAMBLE
SCHEDULE OF MILESTONES
13. The Schedule of Milestones identifies Milestones which constitute
essential or significant steps towards the completion of the work 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.
14. Milestones and the dates for their achievement may be revised by the
Engineer in accordance with Clause 66 of the General Conditions.
15. 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.
16. All references in the Schedule of Milestones to Degrees of Completion
refer to the document contained in Appendix B to the Particular
Specification.
INTERIM PAYMENT SCHEDULE (IPS)
17. The IPS sets out the maximum accumulative percentage of each Cost Centre
Value in relation to each month for which the Contractor may apply for
payment in accordance with Clause 67 of the General Conditions
17A. In addition to the IPS, an Interim Payment Schedule for Option ("IPS for
Option") is also included. In the event that the Engineer exercises the
Option in accordance with the Contract, the Contractor shall be paid
for the execution of such Option in accordance with the IPS for Option
and all references to the IPS in the Contract shall be deemed to include
the IPS Option.
18. The periods identified in the IPS as "months" shall be determined as
follows:
18.1. 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
18.2. 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.
[STAMP]
Rev. 0: 22 May 2002 P3/10 Contract No.LDB201
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT PREAMBLE
19. The following restraints shall apply to the percentages included in
respect of each Cost Centre:
19.1. Not used.
19.2. 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 scheduled to be
achieved, except for Cost Centre A;
19.3. 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
19.4. IPS percentages shall be to a maximum of two decimal places.
20. 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.
REMEASUREMENT ITEMS
21.- 27. Not used.
SCHEDULE OF RATES
28. The Schedule of Rates is included in the Contract solely for the purpose
of facilitating:
28.1. any valuations to be carried out under Clause 56 of the General
Conditions; and
28.2. any revision to be made in accordance with Clause 66 of the
General Conditions.
29. The Schedule of Rates means the document entitled as such showing the
Contractor's estimated quantities and unit rates for the works involved
in each Activity in Cost Centres A to P inclusive for the Works and Cost
Centre R for the works relating to Option.
30. The Contractor's prices for items in Cost Centres B to P inclusive for
the Works and Cost Centre R for the works relating to Option shall
include the costs of relevant Temporary Works required by the
Contractor's method of construction which are proportional to the
quantities of the items. The costs of
[STAMP]
Rev. 0: 22 May 2002 P4/10 Contract No.LDB201
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT PREAMBLE
any Temporary Works which are not proportional to the quantities of the
items in Cost Centres B to P inclusive for the Works and Cost Centre R
for works relating to Option shall be included in Cost Centre A.
31. The sum of all activities under each Cost Centre shall represent the
Cost Centre Value for that Cost Centre which shall be deemed to include
all costs and expenses of whatsoever nature incurred by the Contractor
in connection with that particular Cost Centre.
32. Where variations are valued in accordance with the General Conditions
they shall be rounded to the nearest whole Hong Kong dollar in the
following manner:
32.1. Fractional parts below HK$0.50 shall be rounded down to the
nearest whole Hong Kong dollar; and
32.2. Fractional parts of HK$0.50 or above shall be rounded up to the
nearest whole Hong Kong dollar.
33. Where variations are measured and valued for the purposes of
certification and payment, all extended amounts shall be rounded to the
nearest whole Hong Kong dollar in accordance with the provisions of
Paragraph 32 above.
34. Except to the extent (if any) that the Schedule of Rates expressly
states to the contrary, the Schedule of Rates shall be deemed to have
been prepared and measurement made according to the procedures contained
in the following:
34.1. Civil Engineering Standard Method of Measurement, Third Edition
reprinted with corrections in 1992, 1995 (CESMM3), which
document is incorporated herein by reference;
34.2. Standard Method of Measurement - Architectural Builder's Works
and Finishes (ABWFMM) July 1998 Edition, included as Annex 1 of
this Pricing Document; and
34.3. Standard Method of Measurement - Building Services (BSMM)
January 1999 Edition, included as Annex 2 of this Pricing
Document,
as appropriate and as amended by the Additions and Amendments to the
Methods of Measurement as set out in Annex 3 of this 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.
35. Where any items of work measurable in accordance with any of the above
methods of measurement are not included in the Schedule of Rates, the
costs for such omitted items are deemed to be included in the other
items measured in the Schedule of Rates.
[STAMP]
Rev. 0: 22 May 2002 P5/10 Contract No.LDB201
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT PREAMBLE
36. The Contractor is wholly responsible for the accuracy and adequacy of
the item descriptions and quantities contained in the Schedule of Rates.
There shall be no correction of any error of description in or omission
from the Schedule of Rates included in the Contract. Any such error or
omission shall not vitiate the Contract, entitle the Contractor to
receive any further or additional payment of whatsoever nature or any
extension of time nor release the Contractor from his obligations to
execute the whole or any part of the Works in accordance with the
Contract and to comply with the Engineer's instructions.
DAYWORKS
37. Work may only be carried out on a day work basis upon the instruction of
the Engineer under Clause 55 of the General Conditions. The daywork
rates, as determined in accordance with paragraphs 37.1 - 37.15 below,
shall apply to all work carried out pursuant to such an instruction and
shall apply regardless of whether the work is executed using the
Contractor's own resources or the resources of a subcontractor or other
third party or the actual quantity of work executed in respect of any
item.
DAYWORK: LABOUR
37.1. Normal Working Hours shall be the hours between 0800 to 1800 on
all days excluding General Holidays. Day work ordered by the
Engineer to be executed outside the Normal Working Hours shall
be measured as labour working overtime. Labour working overtime
shall be paid at the rates for Normal Working Hours plus a
percentage to be inserted by the Tenderer.
37.2. The measurement of labour shall be the aggregate time employed
on the item of daywork to the nearest hour. Meal breaks and rest
periods shall not be measured. Travelling time by labour from
their normal place of employment on the Site to and from the
location where daywork is to be carried out shall be measured.
37.3. Payment for labour employed on a daywork basis shall be made in
accordance with the rates listed in the Daywork Labour Schedule
(attached as Annex 1 to the Preamble) adjusted by reference to
the percentage set out in paragraph 37.1 of this Preamble
37.4. The percentage adjustment for labour working Normal Working
Hours shall cover all costs associated with the employment of
labour including, but not limited to the following:
a) hand tools, ladders, trestles and the like;
b) protective clothing and safety equipment;
c) supervision, where non-productive;
[STAMP]
Rev. 0: 22 May 2002 P6/10 Contract No.LDB201
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT PREAMBLE
d) use of the Contractor's existing services and Temporary
Works;
e) travelling time and transportation costs to and from and
about the Site;
f) general obligations, liabilities and risks involved in the
execution of the Works as set out in or reasonably inferred
from the Contract;
g) overheads and profit;
h) bonus and holiday payments;
i) ▇▇▇▇▇▇▇'▇ compensation insurance and all other statutory
requirements;
j) thirteenth month payment and the like gratuities;
k) daily travelling allowance;
1) severance payment;
m) sick pay scheme;
n) in the case of expatriate labour, all travelling expenses to
and from Hong Kong, housing allowance and disturbance
allowances; and
shall apply regardless of the number of hours actually worked.
37.5. The percentage adjustment for labour working overtime shall
cover all costs as mentioned in paragraph 37.4 and the
enhancement of rates for labour working overtime.
37.6. The rate for any labour not identified in the Daywork Labour
Schedule shall be fixed by the Engineer based upon what, in his
opinion, is the nearest similar item appearing in the Daywork
Labour Schedule or, where in the Engineer's opinion there is no
similar item, at a rate analogous to rates contained in the
Daywork Labour Schedule, failing which at a rate considered to
be fair and reasonable by the Engineer.
DAYWORK: CONTRACTOR'S EQUIPMENT
37.7. Payment for Contractor's Equipment employed on a daywork basis
shall be made in accordance with the rates contained in The Hong
Kong Construction Association, Ltd.'s publication "HKCA
Schedules for Plant used in Dayworks carried out Incidental to
Contract Work" (1996 Edition) ("the HKCA Schedules"). The notes
and conditions contained in the said publication shall not
apply.
37.8 The rates given in the HKCA Schedule shall apply during the
Contract.
37.9. The rate for any item of Contractor's Equipment not identified
in the HKCA Schedules shall be fixed by the Engineer based upon
what, in his opinion, is the nearest similar item in the HKCA
Schedules or, where in the Engineer's opinion there is no
similar item, at a rate analogous to rates contained in the HKCA
Schedules (in either case, subject to the percentage adjustment
referred to above), failing which at a rate considered to be
fair and reasonable by the Engineer.
[STAMP]
Rev. 0: 22 May 2002 P7/10 Contract No.LDB201
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT PREAMBLE
37.10. The rates for Contractor's Equipment used on a daywork basis
shall be exclusive of drivers, operator, crew and attendants but
shall cover all the costs associated with operating the
Contractor's Equipment, including but not limited to the
following:
a) fuel, power, lubricants, spare parts and consumables;
b) storage and distribution of the above items;
c) use of existing services and Temporary Works;
d) insurance of equipment;
e) repairs, servicing and maintenance;
f) supervision (where non productive); and
g) general obligations, liabilities and risks involved in the
execution of the Works as set out in or reasonably inferred
from the Contract.
37.11. For the purposes of paragraph 37.10, "consumables" shall include
items such as oxygen, acetylene, propane or other gases, welding
rods and the like consumed in any way by the Contractor's
Equipment.
37.12. The Contractor shall be entitled to payment for on-Site
transportation of Contractor's Equipment used on a daywork basis
to and from the daywork location subject to the written consent
of the Engineer having been obtained before the transportation
takes place. The cost of mobilizing to Site and demobilizing
from Site any Contractor's Equipment shall be paid for subject
to the prior written consent of the Engineer.
37.13. Standing time shall be measured for Contractor's Equipment where
the nature of the daywork requires intermittent working, but
shall not include standing time which occurs before daywork
commences or after daywork is completed. Standing time in excess
of eight consecutive hours will only be paid if the standing
time has the prior consent of the Engineer. All standing time
shall be paid for at one half of the relevant rate set out in
the HKCA Schedules subject to the percentage adjustment set out
in the Cost Centre for Provisional Sums and Dayworks.
DAYWORK: MATERIALS
37.14. Payment for materials used on daywork shall be made on the basis
of the actual invoiced price including delivery net of all
discounts, adjusted by reference to the percentage set out in
the Cost Centre for Provisional Sums and Dayworks. The
percentage adjustment shall cover all costs associated with the
supply and delivery of such materials including but not limited
to the following:
a) supervision of receipt of materials;
[STAMP]
Rev. 0: 22 May 2002 P8/10 Contract No.LDB201
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT PREAMBLE
b) delivery to Site;
c) offloading;
d) storage;
e) multiple handling;
f) distribution of materials on Site;
g) general obligations, liabilities and risks involved in the
execution of the Works as set out in or reasonably inferred
from the Contract;
h) overheads and profit; and
i) avoidable wastage.
37.15. Prior to ordering materials required under a daywork
instruction, the Contractor shall provide the Engineer with at
least three competitive quotations for his consideration (unless
the Engineer has indicated otherwise in writing).
OFF-SHORE MANUFACTURING BONDS
38. In accordance with Clause 14.2 of the General Conditions, and as a
condition precedent to his entitlement to receive any interim payment or
to continue to receive any interim payment under Cost Centre C in the
Pricing Schedule, the Contractor shall provide and maintain in existence
a duly executed bond in the form appearing in Schedule 8 to the General
Conditions. The Offshore Manufacturing Bond shall be provided in Hong
Kong Dollars.
39. The Off-shore Manufacturing Bond in respect of Cost Centre C shall, in
the first instance, be in sum equivalent to 60% of the Cost Centre Value
in respect of which it is produced and shall be provided by the
Contractor to the Engineer at the time that any application for interim
payment is made in respect of Cost Centre C, pursuant to Clause 67 of
the General Conditions.
40. When the TBM has been delivered to the Site, the Contractor shall notify
the Engineer accordingly, and the Engineer shall inspect the TBM. On the
satisfactory completion of the TBM inspection ?? the Engineer, the
Employer shall surrender the Off-Shore Manufacturing Bond ?? the
Contractor.
[STAMP]
Rev. 0: 22 May 2002 P9/10 Contract No.LDB201
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT PREAMBLE
This Page is left blank intentionally
[STAMP]
Rev. 0: 22 May 2002 P10/10 Contract No.LDB201
Contract No.LDB-201 Sheung Shui to ▇▇▇▇ Tau Tunnels Annex 1
Form of Tender Daywork Labour Schedule
Appendix 2 - Pricing Document
Preamble
ITEM CODE ITEM DESCRIPTION UNIT RATE HK$
--------------------------------------------------------------------------------
DAYWORK LABOUR SCHEDULE
Labour working during Normal Working Hours
Labourer (male) - unskilled labourer, excavator
and labourer to any trade h ***
Labourer (female) - unskilled labourer, excavator
and labourer to any trade h ***
Concretor h ***
Bricklayer h ***
Drainlayer h ***
Rubble ▇▇▇▇▇ h ***
Splitting ▇▇▇▇▇ h ***
Ashlar ▇▇▇▇▇ h ***
Structural Steel erector h ***
Blacksmith h ***
▇▇▇▇▇▇▇▇▇ and ▇▇▇▇▇▇ h ***
Plumber h ***
Fitter h ***
Plasterer h ***
Terrazzo and granolithic worker h ***
▇▇▇▇▇▇▇ h ***
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev: 0 : 22 May 2002 DLS 1/2 Contract No.LDB-201
Contract No.LDB-201 Sheung Shui to ▇▇▇▇ Tau Tunnels Annex 1
Form of Tender Daywork Labour Schedule
Appendix 2 - Pricing Document
Preamble
ITEM CODE ITEM DESCRIPTION UNIT RATE HK$
--------------------------------------------------------------------------------
DAYWORK LABOUR SCHEDULE
Labour working during Normal Working Hours
(cont'd)
Painter h ***
Electrician (▇▇▇▇▇▇▇) h ***
Plant operator h ***
Truck driver h ***
Heavy load coolie h ***
Pneumatic driller h ***
Bamboo worker and scaffolder h ***
Steel ▇▇▇▇▇▇ and fixer h ***
Diver h ***
Diver's linesman h ***
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Rev: 0 : 22 May 2002 DLS 2/2 Contract No.LDB-201
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 A to Q
c) Cost Centre R (Option)
d) Schedule of Rates
- Preamble to Schedule of Rates - General Directions
- Cost Centre A to P
- Cost Centre R
[STAMP]
Contract No.LDB-201
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT
APPENDIX 2
TO
THE FORM OF TENDER
PRICING DOCUMENT
PRICING SCHEDULE
a) PRICING SCHEDULE SUMMARY
[STAMP]
Contract No.LDB-201
Contract No.LDB-201 Sheung Shui to ▇▇▇▇ Tau Tunnels
Form of Tender
Appendix 2 - Pricing Document
Pricing Schedule Summary CONFORMING TENDER
ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------
PRICING SCHEDULE SUMMARY
COST CENTRE A - PRELIMINARIES AND GENERAL
REQUIREMENTS 421,124,051
COST CENTRE B - SHEUNG SHUI PORTAL SITE 67,080,277
COST CENTRE C - TBM PROCUREMENT AND SITE ASSEMBLY 204,480,266
COST CENTRE D - PREFABRICATION OF PRECAST SEGMENT
FOR TBM TUNNEL 114,323,970
COST CENTRE E - TBM TUNNEL, UPTRACK 237,396,729
COST CENTRE F - TBM TUNNEL, DOWNTRACK 227,141,592
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI
CUT & COVER SECTION 281,096,608
COST CENTRE H - VENTILATION BUILDINGS 82,525,665
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURES 19,732,206
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG
STATION 215,041,258
COST CENTRE K - MAIN TUNNELS CROSS-PASSAGES AND PUMP
SUMPS 90,017,231
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH 310,281,021
COST CENTRE M - PERMANENT TUNNEL SERVICES 63,431,286
COST CENTRE N - MANUFACTURE, TESTING & DELIVERY OF SPARE
PARTS 301,387
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT
WORKS (RRIW) 69,797,029
COST CENTRE P - NOISE BARRIERS 15,904,146
COST CENTRE Q - PROVISIONAL SUMS AND DAYWORKS 380,568,555
----------------------------------------------------------------------
TENDER TOTAL 2,800,243,277
-------------
[STAMP]
Contract No.LDB-201 Sheung Shui to ▇▇▇▇ Tau Tunnels
Form of Tender
Appendix 2 - Pricing Document
Pricing Schedule Summary CONFORMING TENDER
The Total Value for Cost Centres A to P comprises of:
1. Direct Costs HK$ ***
2. Overheads & Profit HK$ ***
3. Risks Allowances HK$ ***
TENDER TOTAL IN HONG KONG DOLLARS ***
Signature /s/ ▇▇▇ ▇▇▇▇▇▇▇ Signature /s/ ▇▇▇▇▇ Ip
& Co. Stamp --------------- [STAMP] & Co. Stamp --------------- [STAMP]
Name ▇▇▇ ▇▇▇▇▇▇▇ Name ▇▇▇▇▇ IP
ITEM DESCRIPTION AMOUNT HK$
----------------------------------------------------------------------
OPTION
***
COST CENTRE R - OPTION 1 - ENTRUSTED WORK FOR DSD ***
----------------------------------------------------------------------
***
----------
***
The Total Value for Cost Centre R comprises of:
1. Direct Costs HK$ ***
2. Overheads & Profit HK$ *** [STAMP]
3. Risks Allowances HK$ ***
OPTION TOTAL IN HONG KONG DOLLARS ***
Signature /s/ ▇▇▇ ▇▇▇▇▇▇▇ Signature /s/ ▇▇▇▇▇ Ip
& Co. Stamp --------------- [STAMP] & Co. Stamp --------------- [STAMP]
Name ▇▇▇ ▇▇▇▇▇▇▇ Name ▇▇▇▇▇ IP
*** Certain information on this page 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
b) COST CENTRES A TO Q
[STAMP]
Contract No.LDB-201
Contract No.LDB-201 Sheung Shui to ▇▇▇▇ Tau Tunnels
Form of Tender
Appendix 2 - Pricing Document
Pricing Schedule
COST CENTRE A - COST CENTRE SUMMARY
PRELIMINARIES AND GENERAL REQUIREMENTS CONFORMING TENDER
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
A1 Provide, erect and maintain the
Engineer's accommodations and
equipment at Site Area S1.1 as
shown on Drawing No.
LDB-201/00/CK/504 Rev A throughout
the Contract period including
Defects Liability Period, or
within such period as directed by
the Engineer. Remove all
facilities upon completion of this
period. sum ***
A2 Provide, erect, service and
maintain the Contractor's
facilities at Site Area Sl.l as
shown on Drawing No.
LDB-201/00/CK/504 Rev A. Remove
all facilities upon completion of
the Works. sum ***
A3 Provide, erect and maintain the
Engineer's accommodations and
equipment at Site Area F2 as shown
on Drawing No. LDB-201/00/CK/509
Rev A throughout the Contract
period including Defects Liability
Period, or within such period as
directed by the Engineer. Remove
all facilities upon completion of
this period. sum ***
A4 Provide, erect, service and
maintain the Contractor's
facilities at Sites Area F2 as
shown on Drawing No.
LDB-201/00/CK/509 Rev A. Remove
all facilities upon completion
of the Works. sum ***
A5 Provide, erect, service and
maintain the Contractor's
facilities at Site Area S3 as shown
on Drawing No. LDB-201/00/CK/502
Rev A. Remove all facilities upon
completion of the Works. sum ***
A6 Provide, erect, service and
maintain the Contractor's
facilities at Site Area G2 as
shown on Drawing No.
LDB-201/00/CK/509 Rev A. Remove all
facilities upon completion of
the Works. sum
A7 Reinstatement of all Sites Areas
prior to their release to the
Employer or others, including the
removal and disposal of all debris
and rubbish. sum ***
A8 Provide, operate, service and
maintain vehicles and access
facilities for the use of the
Engineer throughout the Contract
period including Defects Liability
Period, or within such period as
directed by the Engineer. sum ***
---------------------------------------------------------------------------------------------------
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.
[SIGNATURE]
[STAMP]
22 May 2002 A/1 Contract No.LDB-201
Contract No.LDB-201 Sheung Shui to ▇▇▇▇ Tau Tunnels
Form of Tender
Appendix 2 - Pricing Document
Pricing Schedule
COST CENTRE A - COST CENTRE SUMMARY
PRELIMINARIES AND GENERAL REQUIREMENTS CONFORMING TENDER
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
BROUGHT FORWARD ***
A9 Compile and submit the Works
Programme and such programmers as
required under the Contract, all
subsequent updating and reporting,
Monthly Progress Reports and all
other records, reports and
drawings as required by the
Contract. sum ***
A10 Prepare and submit Contractor's
Temporary Works proposals and
proposed construction methods and
erection sequence complying with
the specific requirements for:
a) temporary and permanent shaft
excavation;
b) portal excavation;
c) underpinning, protection of
adjacent properties and ground
treatment works; and
d) all other elements of work. sum ***
A11 Allow for the requirements of the
Contract in respect of testing and
quality control. sum ***
A12 Provide all insurance, guarantees
and bonds as required under
the Contract sum
A13 Comply with the requirements in
respect of facilities, access,
services and attendance to
Relevant Authorities and Project
Contractors as required under the
Contract, in particular, those
specified in GS Clause G15.10. sum
A14 Comply with the requirements of
the Contract in respect of safety
and hazard, traffic control,
cleanliness, Site security and all
other Contractor's obligations not
allowed elsewhere in this Pricing
Schedule. sum ***
A15 Provide power supply as required
for the on-Site testing and
commissioning, Site acceptance
tests and operability tests of the
tunnel ventilation system to be
carried out. sum ***
A16 Allow for requirements in the
Contract in respect of the
Independent Checking Engineer and
detailed design of the Permanent
Works and Temporary Works. sum ***
---------------------------------------------------------------------------------------------------
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.
[SIGNATURE]
[STAMP]
22 May 2002 A/2 Contract No.LDB-201
Contract No.LDB-201 Sheung Shui to ▇▇▇▇ Tau Tunnels
Form of Tender
Appendix 2 - Pricing Document
Pricing Schedule
COST CENTRE A - COST CENTRE SUMMARY
PRELIMINARIES AND GENERAL REQUIREMENTS CONFORMING TENDER
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
BROUGHT FORWARD ***
Ml7 Comply with the requirements of
the Contract in respect of quality
management. sum ***
A18 Comply with the requirements of
the Contract in respect of
environmental protection, in
particular, those specified in PS
Clause 27, but excluding the
provision of absorptive noise
barriers (which is allowed in Cost
Centre P). sum ***
A19 All geotechnical instrumentation
works as deemed necessary under
the Contract for construction of
the Works. sum ***
A20 All ground investigations,
laboratory testing, geophysical
surveys, ground water pump testing
and pile load testing as deemed
necessary for detailed design of
the Works. sum ***
A21 Comply with the requirements of
the Contract in respect of
provision of attendance to the
Engineer, in Particular, those
specified in GS Clause 15.10. sum ***
Adjustment for Option 2
- Amended West Alignment ***
---------------------------------------------------------------------------------------------------
Total of Cost Centre Value Carried 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.
[SIGNATURE]
[STAMP]
22 May 2002 A/3 Contract No.LDB-201
Contract No.LDB-201 Sheung Shui to ▇▇▇▇ Tau Tunnels
Form of Tender
Appendix 2 - Pricing Document
Pricing Schedule
COST CENTRE B - COST CENTRE SUMMARY
SHEUNG SHUI PORTAL SITE CONFORMING TENDER
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
B1 Formation of portal site Sum ***
B2 Excavation, struts, waling beams
and temporary base slab for TBM
launching shaft Sum ***
Adjustment for Option 1
- Amended East Alignment ***
***
---------------------------------------------------------------------------------------------------
Total of Cost Centre Value Carried 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.
[SIGNATURE]
[STAMP]
22 May 2002 B/1 Contract No.LDB-201
Contract No.LDB-201 Sheung Shui to ▇▇▇▇ Tau Tunnels
Form of Tender
Appendix 2 - Pricing Document
Pricing Schedule
COST CENTRE C - COST CENTRE SUMMARY
TBM PROCUREMENT AND SITE ASSEMBLY CONFORMING TENDER
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
Cl Procurement of TBM and assembly of
TBM in launching shaft. sum ***
Adjustment for Option 2
- Amended West Alignment ***
***
---------------------------------------------------------------------------------------------------
Total of Cost Centre Value Carried 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.
[SIGNATURE]
[STAMP]
22 May 2002 Contract No.LDB-201
Contract No.LDB-201 Sheung Shui to ▇▇▇▇ Tau Tunnels
Form of Tender
Appendix 2 - Pricing Document
Pricing Schedule
COST CENTRE D - COST CENTRE SUMMARY
PREFABRICATION OF PRECAST SEGMENT FOR TBM TUNNEL CONFORMING TENDER
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
Dl Establishment of tunnel segment
fabrication plant sum ***
D2 Fabrication and delivery of
precast tunnel segments to Site sum ***
Adjustment for Option 2
- Amended West Alignment ***
***
---------------------------------------------------------------------------------------------------
Total of Cost Centre Value Carried 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.
[SIGNATURE]
[STAMP]
22 May 2002 D/1 Contract No.LDB-201
Contract No.LDB-201 Sheung Shui to ▇▇▇▇ Tau Tunnels
Form of Tender
Appendix 2 - Pricing Document
Pricing Schedule
COST CENTRE E - COST CENTRE SUMMARY
TBM TUNNEL, UPTRACK CONFORMING TENDER
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
El Twin TBM tunnel section,
approximate chainages from 31+115
to 34+505; excavation and
temporary support of the uptrack
passenger tunnel section inclusive
of caverns and junctions. sum ***
E2 Ground treatment to River Sutlej sum ***
E3 Utility diversion sum ***
Adjustment for Option 2
- Amended West Alignment ***
***
---------------------------------------------------------------------------------------------------
Total of Cost Centre Value Carried 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.
[SIGNATURE]
[STAMP]
22 May 2002 E/1 Contract No.LDB-201
Contract No.LDB-201 Sheung Shui to ▇▇▇▇ Tau Tunnels
Form of Tender
Appendix 2 - Pricing Document
Pricing Schedule
COST CENTRE F - COST CENTRE SUMMARY
TBM TUNNEL, DOWNTRACK CONFORMING TENDER
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
Fl Twin TBM tunnel section,
approximate chainages from 31+115
to 34+505; excavation and
temporary support of the downtrack
passenger tunnel section inclusive
of caverns and junctions sum ***
F2 Ground treatment to River Sutlej sum ***
Adjustment for Option 2
- Amended West Alignment ***
***
---------------------------------------------------------------------------------------------------
Total of Cost Centre Value Carried 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.
[SIGNATURE]
[STAMP]
22 May 2002 F/1 Contract No.LDB-201
Contract No.LDB-201 Sheung Shui to ▇▇▇▇ Tau Tunnels
Form of Tender
Appendix 2 - Pricing Document
Pricing Schedule
COST CENTRE G - COST CENTRE SUMMARY
ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION CONFORMING TENDER
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
G1 Railway protection sum ***
G2 East approach open ramp structure
for LMC downtrack & uptrack
(transition ramp section) sum ***
G3 East approach stack tunnel with
open ramp or box structure for LMC
downtrack & uptrack (stack tunnel
section) sum ***
G4 East approach box structure for
LMC downtrack & uptrack (cut &
cover tunnel section) sum ***
G5 Drainage and utility diversion sum ***
G6 Compensatory tree planting sum ***
Adjustment for Option 1
- Amended East Alignment ***
***
---------------------------------------------------------------------------------------------------
Total of Cost Centre Value Carried 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.
[SIGNATURE]
[STAMP]
28 June 2002
Addendum No.1 G/1 Contract No.LDB-201
Contract No.LDB-201 Sheung Shui to ▇▇▇▇ Tau Tunnels
Form of Tender
Appendix 2 - Pricing Document
Pricing Schedule
COST CENTRE H - COST CENTRE SUMMARY
VENTILATION BUILDINGS CONFORMING TENDER
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
H1 West ventilation building -
structure and civil works sum ***
H2 West ventilation building -
finishing works sum ***
H3 West ventilation building -
services, cabling etc. sum ***
H4 East ventilation building -
structure and civil works sum ***
▇▇ ▇▇▇▇ ventilation building -
finishing works sum ***
▇▇ ▇▇▇▇ ventilation building -
services, cabling etc. sum ***
---------------------------------------------------------------------------------------------------
Total of Cost Centre Value Carried 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.
[SIGNATURE]
[STAMP]
22 May 2002 H/1 Contract No.LDB-201
Contract No.LDB-201 Sheung Shui to ▇▇▇▇ Tau Tunnels
Form of Tender
Appendix 2 - Pricing Document
Pricing Schedule
COST CENTRE I - COST CENTRE SUMMARY
EMERGENCY ACCESS POINTS STRUCTURES CONFORMING TENDER
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
I1 East Approach EAP - structure and
civil works sum ***
I2 East Approach EAP - finishing
works sum ***
I3 East Approach EAP - building
services, cabling, etc. sum ***
I4 West Portal Ventilation Building
EAP - structure and civil works sum ***
I5 West Portal Ventilation Building
EAP - finishing works sum ***
I6 West Portal Ventilation Building
EAP - building services, cabling,
etc. sum ***
I7 Emergency Passenger Egress (from
East Portal Ventilation Building)
- structure and civil works sum ***
I8 Emergency Passenger Egress (from
East Portal Ventilation Building)
- finishing works sum ***
I9 Emergency Passenger Egress (from
East Portal Ventilation Building)-
building services, cabling, etc. sum
---------------------------------------------------------------------------------------------------
Total of Cost Centre Value Carried 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.
[SIGNATURE]
[STAMP]
22 May 2002 I/1 Contract No.LDB-201
Contract No.LDB-201 Sheung Shui to ▇▇▇▇ Tau Tunnels
Form of Tender
Appendix 2 - Pricing Document
Pricing Schedule
COST CENTRE J - COST CENTRE SUMMARY
ENABLING WORKS FOR FUTURE KWU TUNG STATION CONFORMING TENDER
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
End wall for future station,
Ventilation Building and Emergency
Access Point Structure at Kwu Tung
J1 End wall (permanent diaphragm
wall) for future Kwu Tung Station ***
J2 Kwu Tung Ventilation Building;
piling and diaphragm walls (serving
as underground external walls of
KTU Ventilation Building) sum ***
J3 KTU Ventilation Building; structures
above roof of ventilation building sum ***
J4 KTU Ventilation Building;
structures between plantroom level
and roof of ventilation building sum ***
J5 KTU Ventilation Building;
structures between track slab
level and plantroom level sum ***
J6 KTU Ventilation Building; track
slab and platform structures
including infill mass concrete sum ***
J7 Staircases and plant building sum ***
J8 Landscaping works sum ***
J9 Electrical installation sum ***
J10 Mechanical installation sum ***
J11 Fire services installation sum ***
J12 Plumbing and drainage installation sum ***
J13 Builder's works in connection with
ventilation building and emergency
access point structure at Kwu Tung sum ***
---------------------------------------------------------------------------------------------------
Total of Cost Centre Value Carried 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.
[SIGNATURE]
[STAMP]
22 May 2002 J/1 Contract No.LDB-201
Contract No.LDB-201 Sheung Shui to ▇▇▇▇ Tau Tunnels
Form of Tender
Appendix 2 - Pricing Document
Pricing Schedule
COST CENTRE K - COST CENTRE SUMMARY
MAIN TUNNELS CROSS-PASSAGES AND PUMP SUMPS CONFORMING TENDER
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
K1 Ground treatment for cross
passages (5 nos.); approximate
chainages between 33+599 and
34+510 sum ***
K2 Ground treatment for cross
passages (9 nos.); approximate
chainages between 31+140 and
33+380 sum ***
K3 Excavation and support for cross
passages (14 nos.); approximate
chainages between 31+140 and
34+510 sum ***
K4 In-situ concrete lining for cross
passages (14 nos.); approximate
chainages between 31+140 and
34+510 sum ***
K5 Pump sumps (2 nos.) in between
cross passages sum ***
***
---------------------------------------------------------------------------------------------------
Total of Cost Centre Value Carried 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.
[SIGNATURE]
[STAMP]
22 May 2002 K/1 Contract No.LDB-201
Contract No.LDB-201 Sheung Shui to ▇▇▇▇ Tau Tunnels
Form of Tender
Appendix 2 - Pricing Document
Pricing Schedule
COST CENTRE L - COST CENTRE SUMMARY
CUT & COVER SECTION AT WESTERN APPROACH CONFORMING TENDER
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
L1 TBM extraction shaft including
excavation, temporary ▇▇▇▇▇▇▇,
struts, waling beams and base slab sum ***
L2 Reinforced concrete box structure
(cut and cover tunnel section),
including excavation and
associated struts, waling beams
and temporary slab for TBM
extraction shaft sum ***
L3 Open ramp structure with flying
beams (transition ramp section) sum ***
L4 Open ramp structure with road deck
(transition ramp section) sum ***
L5 Open ramp structure (transition
ramp section) sum ***
▇▇ ▇▇▇▇▇▇ ▇▇▇▇ sum ***
L7 Utility services sum ***
Adjustment for Option 2
- Amended West Alignment ***
***
---------------------------------------------------------------------------------------------------
Total of Cost Centre Value Carried 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.
[SIGNATURE]
[STAMP]
22 May 2002 L/1 Contract No.LDB-201
Contract No.LDB-201 Sheung Shui to ▇▇▇▇ Tau Tunnels
Form of Tender
Appendix 2 - Pricing Document
Pricing Schedule
COST CENTRE M - COST CENTRE SUMMARY
PERMANENT TUNNEL SERVICES CONFORMING TENDER
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
M1 Fire Services equipment.
Acceptance testing of permanent
fire services equipment sum ***
M2 Permanent lighting. Acceptance
testing of permanent lighting sum ***
M3 Permanent power supply. Acceptance
testing of permanent power supply sum ***
M4 Air conditioning and ventilation
system sum ***
M5 Plumbing and drainage sum ***
---------------------------------------------------------------------------------------------------
Total of Cost Centre Value Carried 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.
[SIGNATURE]
[STAMP]
22 May 2002 M/1 Contract No.LDB-201
Contract No.LDB-201 Sheung Shui to ▇▇▇▇ Tau Tunnels
Form of Tender
Appendix 2 - Pricing Document
Pricing Schedule
COST CENTRE N - COST CENTRE SUMMARY
MANUFACTURE, TESTING & DELIVERY OF SPARE PARTS CONFORMING TENDER
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
N1 Prepare and submit a schedule of
spare parts, special tools,
special testing and training
equipment as required for the East
Rail sum ***
N2 Place orders for the manufacture,
testing, and delivery of spare
parts, special tools, special
testing and training equipment for
the East Rail sum ***
N3 Complete manufacture, testing,
delivery of spare parts, special
tools, special testing and
training equipment for East Rail sum ***
---------------------------------------------------------------------------------------------------
Total of Cost Centre Value Carried 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.
[SIGNATURE]
[STAMP]
22 May 2002 N/1 Contract No.LDB-201
Contract No.LDB-201 Sheung Shui to ▇▇▇▇ Tau Tunnels
Form of Tender
Appendix 2 - Pricing Document
Pricing Schedule
COST CENTRE O - COST CENTRE SUMMARY
REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW) CONFORMING TENDER
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
O1 Demolition and reprovision of the
footbridge at San Wan Road sum ***
O2 Modification works at San Wan Road sum ***
O3 Reprovision of the car park at
▇▇▇▇ Fat Street sum ***
O4 Compliance with the requirements
of utility arrangement and
protection works for the existing
sewers at San Wan Road, in
particular, the protection of two
existing 1800mm diameter trunk
sewer pipes as specified in PS
Clauses 2.5.1 & 10.5 sum ***
O5 Reprovision of footpath, road
access and drainage channel near
the cut & cover tunnel section at
▇▇▇▇ Tau sum ***
O6 Reprovision of access, drainage,
watermains, traffic signs, street
lighting and other Government
facilities affected by the Works sum ***
O7 Reprovision of access, drainage,
watermains, fences, gates and
other facilities on private or
public lands which are affected by
the Works sum ***
O8 Widening the access road along
River Sutlej (▇▇▇▇ ▇▇▇▇▇▇ River)
to serve emergency vehicle access/
assembly area sum ***
O9 Provision of road lay-bys at
maintenance access road and
associated work along River Beas
(▇▇▇▇▇▇ ▇▇▇ River) sum ***
O10 Reprovision of footpath, road
access and drainage channel near
Kwu Tung Station sum ***
O11 Reprovision of Lok Ma ▇▇▇▇ Road
from Castle Peak Road to near the
junction with ▇▇▇▇ Tau village
access road sum ***
O12 Reprovision of vehicular access
across the drainage channel north
of Castle Peak Road at ▇▇▇▇ Tau sum ***
---------------------------------------------------------------------------------------------------
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.
[SIGNATURE]
[STAMP]
22 May 2002 O/1 Contract No.LDB-201
Contract No.LDB-201 Sheung Shui to ▇▇▇▇ Tau Tunnels
Form of Tender
Appendix 2 - Pricing Document
Pricing Schedule
COST CENTRE O - COST CENTRE SUMMARY
REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW) CONFORMING TENDER
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
BROUGHT FORWARD ***
O13 Compliance with the requirements
of the commitments made by the
Employer as specified in PS Clause 33 ***
---------------------------------------------------------------------------------------------------
Total of Cost Centre Value Carried 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.
[SIGNATURE]
[STAMP]
22 May 2002 O/2 Contract No.LDB-201
Contract No.LDB-201 Sheung Shui to ▇▇▇▇ Tau Tunnels
Form of Tender
Appendix 2 - Pricing Document
Pricing Schedule
COST CENTRE P - COST CENTRE SUMMARY
NOISE BARRIERS CONFORMING TENDER
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
P1 Cantilevered absorptive noise
barriers as set out in Section
3.27(a) of the Environmental
Permit No. EP-129/2002 contained
in PS Appendix E sum ***
P2 Vertical absorptive noise barriers
set out in Section 3.27(a) of the
Environmental Permit No. EP-129/2002
contained in PS Appendex E sum ***
P3 Absorptive noise barrier
connecting upto Sheung Shui
Station as specified in PS Clause 2.2.1e sum ***
---------------------------------------------------------------------------------------------------
Total of Cost Centre Value Carried 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.
[SIGNATURE]
[STAMP]
28 June 2002
Addendum ▇▇.▇ ▇/▇ ▇▇▇▇▇▇▇▇ ▇▇.▇▇▇-▇▇▇
▇▇▇▇▇▇▇▇ ▇▇.▇▇▇-▇▇▇ Sheung Shui to ▇▇▇▇ Tau Tunnels
Form of Tender
Appendix 2 - Pricing Document
Pricing Schedule
COST CENTRE Q - COST CENTRE SUMMARY
PROVISIONAL SUMS AND DAYWORKS CONFORMING TENDER
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
PROVISIONAL SUMS
Provisional Sum for Day works
Q1 Allow the Provisional Sum of
HK$15,000,000 for labour working
during Normal Working Hours sum ***
Q2 Percentage adjustment to the
Provisional Sum for Daywork labour
working during Normal Working Hours % *** ***
Q3 Allow the Provisional Sum of
HK$3,000,000 for labour working
overtime between the hours of 1800
to midnight sum ***
Q4 Percentage adjustment to the
Provisional Sum for Daywork labour
working overtime between the hours
of 1800 to midnight % *** ***
Q5 Allow the Provisional Sum of
HK$3,000,000 for labour working
overtime between the hours of
midnight to 0800 sum ***
Q6 Percentage adjustment to the
Provisional Sum for Daywork labour
working overtime between the hours
of midnight to 0800 % *** ***
Q7 Allow the Provisional Sum of
HK$2,000,000 for materials ordered
for Daywork sum ***
Q8 Percentage adjustment to the
Provisional Sum for Daywork
materials % *** ***
Q9 Allow the Provisional Sum of
HK$2,000,000 for Contractor's
Equipment used for Daywork sum ***
Q10 Percentage adjustment to the
Provisional Sum for Contractor's
Equipment used for Daywork % *** ***
---------------------------------------------------------------------------------------------------
CARRIED FORWARD ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[SIGNATURE]
[STAMP]
28 June 2002
Addendum ▇▇.▇ ▇/▇ ▇▇▇▇▇▇▇▇ ▇▇.▇▇▇-▇▇▇
Contract No.LDB-201 Sheung Shui to ▇▇▇▇ Tau Tunnels
Form of Tender
Appendix 2 - Pricing Document
Pricing Schedule
COST CENTRE Q - COST CENTRE SUMMARY
PROVISIONAL SUMS AND DAYWORKS CONFORMING TENDER
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------
BROUGHT FORWARD ***
Other Provisional Sums
Q11 Allow the Provisional Sum for the
Premium for Employee's
Compensation Insurance and
Statutory Employee's Compensation Levy sum ***
(Note: The Tenderer shall insert
a sum derived from the method
stated in the General Additions
and Amendments to the Method of
Measurement Part D, item reference 12.) sum ***
Q12 Allow for the Provisional Sum of
HK$5,000,000 for the Employer's
commitment items in addition to
those items detailed in PS
Appendex R sum ***
Q13 Allow for the Provisional Sum of
HK$ 10,000,000 for treatments of
contaminated materials, as
directed by the Environmental
Committee, which may be outwith
the Potentially Contaminated Sites
depicted in the Environmental
Impact Assessment Report sum ***
Q14 Allow for the Provisional Sum of
HK$30,000,000 for the
implementation of measures, as
directed by the Environmental
Committee, to satisfy
environmental concerns outwith the
Environmental Impact Assessment
Report and/or Environmental Permit sum ***
Q15 Allow for the Provisional Sum of
HK$25,000,000 for the
implementation of measures to
facilitate the construction of Kwu
Tung Station in the future sum ***
Q16 Allow for the Provisional Sum of
HK$2,000,000 for the provision of
alternative means of pedestrian
access and egress subsequent to
the removal of the elevated
pedestrian walkway across the
existing East Rail and prior to
the provision of a permanent
elevated pedestrian walkway sum ***
Q17 Allow for the Provisional Sum of
HK$150,000,000 for the design and
construction of permanent
diaphragm walls which serve as the
two side walls for the station box
of the future Kwu Tung Station sum ***
***
---------------------------------------------------------------------------------------------------
Total of Cost Centre Value Carried to Pricing Schedule Summary ***
------------
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[SIGNATURE]
[STAMP]
28 June 2002 Q/2 Contract No.LDB-201
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT
APPENDIX 2
TO
THE FORM OF TENDER
PRICING DOCUMENT
PRICING SCHEDULE
c) COST CENTRE R (OPTION)
[STAMP]
Contract No. LDB-201
Contract No. LDB-201 Sheung Shui to ▇▇▇▇ Tau Tunnels
Form of Tender
Appendix 2 - Pricing Document
Pricing Schedule
COST CENTRE R - COST CENTRE SUMMARY
OPTION 1 - ENTRUSTED WORK FOR DSD
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------
R1 Upgrade the existing sewer pipes (from 900 mm dia.
and 1050 mm dia. to 1050 mm dia. and 1200mm dia.
respectively) along San Wan Road, including
associated modification works for manholes and pipe
connections sum ***
R2 Allow the Provisional Sum for the Premium for
Employee's Compensation Insurance (ECI) and
Statutory Employee's Compensation Insurance Levy
(ECIL) for carrying out the works in connection with
Option 1
(Note: The Tenderer shall insert herewith a sum
calculated as follows:
a) the premium of the ECI = 4.41% of the sum for
Item R1 as included in this page; plus
b) the ECIL = 9.3% of the premium in item (a)
above.) sum ***
***
-------------------------------------------------------------------------------------------------------------------
Total of Cost Centre Value Carried 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]
[SIGNATURE]
[STAMP]
[SIGNATURE]
Contract No. LDB-201
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT
APPENDIX 2
TO
THE FORM OF TENDER
PRICING DOCUMENT
d) SCHEDULE OF RATES
[STAMP]
Contract No. LDB-201
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT
APPENDIX 2
TO
THE FORM OF TENDER
PRICING DOCUMENT
d) SCHEDULE OF RATES
- Preamble to Schedule of Rates - General Directions
[STAMP]
Contract No. LDB-201
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF RATES
APPENDIX 2
PRICING DOCUMENT
SCHEDULE OF RATES
PREAMBLE TO THE SCHEDULE OF RATES
1. GENERAL DIRECTIONS
The Schedule of Rates is to be used solely for the purpose of valuing
variations pursuant to Clause 56 of the General Conditions and
identifying revisions in accordance with Clause 66 of the General
Conditions.
In this Schedule of Rates, the exact nature and extent of the work to be
performed is to be ascertained by reference to the documents forming the
Contract. The rates and prices inserted in the Schedule of Rates shall
be deemed to be the full inclusive value of the work covered by the
respective items, including but not limited to the following, unless
expressly stated otherwise:
(i) design of the Works including all obligations, warranties and
the like and all costs in connection therewith;
(ii) provision of labour and costs in connection therewith;
(iii) provision of Contractor's Equipment and costs in connection
therewith;
(iv) the supply, transportation, handling and storage of materials
and goods;
(v) sampling and testing and costs in connection therewith;
(vi) assembling, fixing, erecting, installing or placing of materials
and goods in position;
(vii) wastage, bulking, shrinkage and the disposal of surplus
material;
(viii) Temporary Works;
(ix) taking precautions and measures as far as is reasonable and
practical to prevent interference with or damage to existing
structures and utilities, road, footpaths and paved areas,
watercourses and drainage systems, public and private vehicular
and pedestrian accesses, tees, ▇▇▇▇▇▇ and burial urns, including
the provision of alternative access, if necessary;
(x) keeping the Works where necessary, and as near as may be
practical, free of water and protected from damage due to water
and from weather conditions which may adversely affect the
Works, and taking measures to prevent flotation of new or
existing structures;
(xi) submitting to the Engineer all drawings, details of procedures
and methods of construction to be used, technical literature,
test certificates, progress report, programmes and any other
documents or information required to be submitted under the
Contract;
(xii) in the case of materials supplied by the Employer, return of the
surplus;
(xiii) in the case of plant and equipment supplied by the Employer,
protection, maintenance and repair of such plant and equipment
while it is on the Site, costs in connection with operating such
plant and equipment, and return of plant and equipment to the
Employer or replacement of such plant and equipment if it is
damaged beyond repair or lost;
[STAMP]
Rev. 0: 22 May 2002 SR 1/2 Contract No. LDB201
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT SCHEDULE OF RATES
(xiv) notifying, making arrangements and liaising with all Relevant
Authorities or other interested parties to obtain all licences
and permits necessary for the execution of the Works, and costs
in connection therewith;
(xv) compliance with all Enactments including the payment of all
fees, levies, charges and the like and all costs in connection
therewith;
(xvi) commissioning, maintenance and any other operations expressly or
impliedly required;
(xvii) any other liabilities, obligations and risks involved in the
execution of the Works set forth or reasonably implied in the
Contract; and
(xviii) establishment charges, overheads and profit.
2. USE OF ALTERNATIVE MATERIALS OR DESIGN
Where in the Contract, a choice of alternative materials or designs is
indicated for a given purpose, the description stated and rates inserted
shall be deemed to cover any of the permitted alternative materials or
designs which the Contractor may elect to use.
3. COST OF TEST OF MATERIALS AND WORKMANSHIP
Unless otherwise specifically provided for as separate items in the
Schedule of Rates, the rates contained in the Contract shall be deemed
to include the cost of carrying out all tests on materials and
workmanship specified in the Contract, including but not limited to, the
cost of packing and transport required for delivering samples to and
collecting from the place of testing.
4. METHODS OF MEASUREMENT
The Schedule of Rates shall be prepared using the following Methods of
Measurement:
(a) Civil Engineering Standard Method of Measurement, Third Edition
reprinted with corrections in 1992, 1995 (CESMM3), and issued by
the Institution of Civil Engineers of U.K.
(b) Standard Method of Measurement - Architectural Builder's Work
and Finishes (ABWFMM) July 1998 Edition
(c) Standard Method of Measurement - Building Services (BSMM)
January 1999 Edition
(d) Additions and Amendments to the Methods of Measurement
5. ATTENDANCE
The Contractor shall be deemed to have included an adequate sum within
the item for attendance on Project Contractors in Cost Centre A -
Preliminaries and General Requirements, to fulfill his obligations in
this respect.
The Contractor is also deemed to have included in his prices all
co-ordination and planning with Project Contractors and others as listed
above, and to facilitate interfaces between all parties.
[STAMP]
Rev. 0: 22 May 2002 SR 2/2 Contract No. LDB201
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT
APPENDIX 2
TO
THE FORM OF TENDER
PRICING DOCUMENT
d) SCHEDULE OF RATES
- Cost Centres A to P
[STAMP]
Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE A - PRELIMINARIES AND GENERAL REQUIREMENTS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY A1 - Provide, erect and maintain the Engineer's
accommodations and equipment at Site Area S1.1 as shown on
Drawing No. LDB-201/00/CK/504 Rev A throughout the Contract
period including Defects Liability Period, or within such
period as directed by the Engineer. Remove all facilities upon
completion of this period
A211.1 Offices - Establish and remove sum *** *** ***
A211.2 Offices - Maintain and operate wk *** *** ***
A211.3 Offices - Running cost after issue of Substantial
Completion Certificate wk *** *** ***
A213.1 Cabins - Establish and remove sum *** *** ***
A213.2 Cabins - Maintain and operate wk *** *** ***
A213.3 Cabins - Running cost after issue of Substantial
Completion Certificate wk *** *** ***
A231.1 Office Equipment - Establish and remove sum *** *** ***
A231.2 Office Equipment - Maintain and operate wk *** *** ***
A231.3 Office Equipment - After issuance of Substantial
Completion Certificate wk *** *** ***
A233.1 Surveying Equipment - Establish and remove sum *** *** ***
A233.2 Surveying Equipment - Maintain and operate wk *** *** ***
A246 Chainmen sum *** *** ***
A247 Office Attendants sum *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY A1 TO COST CENTRE 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]
9 August 2002 Page ▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE A - PRELIMINARIES AND GENERAL REQUIREMENTS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY A2 - Provide, erect, service and maintain the
Contractor's facilities at Site Area S1.l as shown on Drawing
No. LDB-201/00/CK/504 Rev A. Remove all facilities upon
completion of the Works
A821 Offices sum *** *** ***
A823 Cabins sum *** *** ***
A831 Electricity supply sum *** *** ***
A832 Water supply sum *** *** ***
A833 Site Communication facilities sum *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY A2 TO COST CENTRE 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]
9 August 2002 Page ▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE A - PRELIMINARIES AND GENERAL REQUIREMENTS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY A3 - Provide, erect and maintain the Engineer's
accommodations and equipment at Site Area F2 as shown on
Drawing No. LDB-201/00/CK/509 Rev A throughout the
Contract period including Defects Liability Period, or
within such period as directed by the Engineer. Remove all
facilities upon completion of this period
A211.1 Offices - Establish and remove sum *** *** ***
A211.2 Offices - Maintain and operate wk *** *** ***
A211.3 Offices - Running cost after issue of Substantial
Completion Certificate wk *** *** ***
A231.1 Office Equipment - Establish and remove sum *** *** ***
A231.2 Office Equipment- Maintain and operate wk *** *** ***
A231.3 Office Equipment - After issuance of Substantial
Completion Certificate wk *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY A3 TO COST CENTRE 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]
9 August 2002 Page ▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE A - PRELIMINARIES AND GENERAL REQUIREMENTS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY A4 - Provide, erect, service and maintain the
Contractor's facilities at Sites Area F2 as shown on Drawing
No. LDB-201/00/CK/509 Rev A. Remove all facilities upon
completion of the Works
A821 Offices sum *** *** ***
A824 Stores and workshops sum *** *** ***
A831 Electricity supply sum *** *** ***
A832 Water supply sum *** *** ***
A833 Site communication facilities sum *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY A4 TO COST CENTRE 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]
9 August 2002 Page ▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE A - PRELIMINARIES AND GENERAL REQUIREMENTS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY A5 - Provide, erect, service and maintain the
Contractor's facilities at Site Area S3 as shown on Drawing
No. LDB-201/00/CK/502 Rev A. Remove all facilities upon
completion of the Works
A821 Offices sum *** *** ***
A822 Laboratories sum *** *** ***
A824 Stores and workshops sum *** *** ***
A831 Electricity supply sum *** *** ***
A832 Water supply sum *** *** ***
A833 Site communication facilities sum *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY A5 TO COST CENTRE 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]
9 August 2002 Page ▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE A - PRELIMINARIES AND GENERAL REQUIREMENTS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY A6 - Provide, erect, service and maintain the
Contractor's facilities at Site Area G2 as shown on Drawing
No. LDB-201/00/CK/509 Rev A. Remove all facilities upon
completion of the Works
***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY A6 TO COST CENTRE 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]
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FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE A - PRELIMINARIES AND GENERAL REQUIREMENTS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY A7 - Reinstatement of all Sites Areas prior to their
release to the Employer or others, including the removal and
disposal of all debris and rubbish
A279.1 Reinstatement of Work Site S1 sum *** *** ***
A279.2 Reinstatement of Work Site B sum *** *** ***
A279.3 Reinstatement of Work Site F2 sum *** *** ***
A279.4 Reinstatement of other Work Sites and Areas sum *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY A7 TO COST CENTRE 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]
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FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE A - PRELIMINARIES AND GENERAL REQUIREMENTS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY A8 - Provide, operate, service and maintain vehicles
and access facilities for the use of the Engineer throughout
the Contract period including Defects Liability Period, or
within such period as directed by the Engineer
A221.1 Transport vehicles - Establish and remove sum *** *** ***
A221.2 Transport vehicles - Maintain and operate wk *** *** ***
A221.3 Transport vehicles - After issue of Substantial
Completion Certificate wk *** *** ***
A222.1 Telephone and communication equipment sum *** *** ***
A222.2 Telephone and communication equipment - Maintain
and operate wk *** *** ***
A222.3 Telephone and communication equipment - After issue
of Substantial Completion Certificate wk *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY A8 TO COST CENTRE 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]
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FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE A - PRELIMINARIES AND GENERAL REQUIREMENTS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY A9 - Compile and submit the Works Programme and such
programmes as required under the Contract, all subsequent
updating and reporting, Monthly Progress Reports and all other
records, reports and drawings as required by the Contract
A290.3 Submissions - Progress Reports sum *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY A9 TO COST CENTRE 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]
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FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE A - PRELIMINARIES AND GENERAL REQUIREMENTS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY A10 - Prepare and submit Contractor's Temporary Works
proposals and proposed construction methods and erection
sequence complying with the specific requirements for:
a) temporary and permanent shaft excavation;
b) portal excavation:
c) underpinning, protection of adjacent properties
d) all other elements of work.
A272 Traffic Regulations sum *** *** ***
A281 Hoardings and fencing sum *** *** ***
A282 Project signboards sum *** *** ***
A284 Security sum *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY A10 TO COST CENTRE 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]
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FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE A - PRELIMINARIES AND GENERAL REQUIREMENTS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY A11 - Allow for the requirements of the Contract in
respect of testing and quality control
A250 Testing of materials sum *** *** ***
A260 Testing of works sum *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY A11 TO COST CENTRE 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]
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FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE A - PRELIMINARIES AND GENERAL REQUIREMENTS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY A12 - Provide all insurance, guarantees and bonds as
required under the Contract
***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY A12 TO COST CENTRE 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]
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FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE A - PRELIMINARIES AND GENERAL REQUIREMENTS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY A13 - Comply with the requirements in respect of
facilities, access, services and attendance to Relevant
Authorities and Project Contractors as required under the
Contract, in particular, those specified in GS Clause G15.10
***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY A13 TO COST CENTRE 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]
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FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE A - PRELIMINARIES AND GENERAL REQUIREMENTS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY A14 - Comply with the requirements the Contract in
respect of safety and hazard, traffic control, cleanliness,
Site security and all other Contractor's obligations not
allowed elsewhere in this Pricing Schedule
A7901 Health and safety sum *** *** ***
A79010 Environmental requirements sum *** *** ***
A7902 Site cleaning sum *** *** ***
A7904 Photographic survey sum *** *** ***
A7905 Photographic equipments sum *** *** ***
A7907 Compliance with short term tenancy agreement sum *** *** ***
A7908 Survey and protection of EBS utilities sum *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY A14 TO COST CENTRE 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]
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FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE A - PRELIMINARIES AND GENERAL REQUIREMENTS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY A15 - Provide power supply as required for the
on-Site testing and commissioning, Site acceptance tests and
operability tests of the tunnel ventilation system to be
carried out
A290.1 Supply sum *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY A15 TO COST CENTRE 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]
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FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE A - PRELIMINARIES AND GENERAL REQUIREMENTS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY A16 - Allow for requirements in the Contract in
respect of the Independent Checking Engineer and detailed
design of the Permanent Works and Temporary Works
A810.1 Design of permanent & temporary works sum *** *** ***
A810.2 Independent Checking Engineer sum *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY A16 TO COST CENTRE 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.
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FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE A - PRELIMINARIES AND GENERAL REQUIREMENTS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY A17 - Comply with the requirements of the Contract
in respect of quality management
A79117 Preparation of quality management etc. sum *** *** ***
A79118 Preparation of manufacturing quality plans sum *** *** ***
A79119 Maintain monitor audit and report sum *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY A17 TO COST CENTRE 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.
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FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE A - PRELIMINARIES AND GENERAL REQUIREMENTS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY A18 - Comply with the requirements of the Contract in
respect of environmental protection, in particular, those
specified in PS Clause 27, but excluding the provision of
absorptive noise barriers (which is allowed in Cost Centre P)
A790.1 Air Pollution sum *** *** ***
A790.3 Water Pollution sum *** *** ***
A790.4 Health and safety measures sum *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY A18 TO COST CENTRE 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]
9 August 2002 Page ▇▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE A - PRELIMINARIES AND GENERAL REQUIREMENTS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY A19 - All geotechnical instrumentation works as
deemed necessary under the Contract for construction of the
Works
A289.01 Automated monitoring system for track and overhead
mast monitoring sum *** *** ***
A289.02 Automated Total Station "CYCLOPS" system for track
and overhead mast monitoring sum *** *** ***
A289.03 Automatic deformation monitoring points nr *** *** ***
A289.04 Monitoring and reporting of ADMS prism target mth *** *** ***
A289.05 Replacement of damaged monitoring prisms nr *** *** ***
A289.06 Vibrating wire piezometer nr *** *** ***
A289.07 Vibrating wire piezometer mth *** *** ***
A289.08 Standard vertical inclinometer nr *** *** ***
A289.09 Standard vertical inclinometer mth *** *** ***
A289.10 Vibrating wire in-place tilt-meter nr *** *** ***
A289.11 Vibrating wire in-place tilt-meter mth *** *** ***
A289.12 Magnetic probe extensometer nr *** *** ***
A289.13 Magnetic probe extensometer mth *** *** ***
A289.14 Vibration monitoring point nr *** *** ***
A289.15 Vibration monitoring point mth *** *** ***
A289.16 Ground deformation monitoring point nr *** *** ***
A289.17 Ground deformation monitoring point mth *** *** ***
A289.18 Monitoring of tunnel instrumentation sum *** *** ***
A289.19 Automated monitoring of pipes under working
platform sum *** *** ***
A289.20 Provisions for additional instrumentation Sum *** *** ***
A289.21 Foundation for auto total station Sum *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY A19 TO COST CENTRE 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]
9 August 2002 Page ▇▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE A - PRELIMINARIES AND GENERAL REQUIREMENTS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY A20 - All ground investigations,
laboratory testing, geophysical surveys, ground
water pump testing and pile load testing as deemed
necessary for detailed design of the Works
A810.1 Phase ground investigation sum *** *** ***
A810.2 Laboratory testing sum *** *** ***
A810.3 Geophysical surveys sum *** *** ***
A810.4 Ground water pump testing sum *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY A20 TO COST CENTRE 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]
9 August 2002 Page ▇▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE A - PRELIMINARIES AND GENERAL REQUIREMENTS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY A21 - Comply with the requirements of the Contract in
respect of provision of attendance to the Engineer, in
particular, those specified in GS Clause 15.10
A290 General attendance special attendance sum *** *** ***
A292 Foundation preliminaries sum *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY A21 TO COST CENTRE 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]
9 August 2002 Page ▇▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE A - PRELIMINARIES AND GENERAL REQUIREMENTS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
COST CENTRE SUMMARY
Cost Centre A
Activity A1 sum ***
Activity A2 sum ***
Activity A3 sum ***
Activity A4 sum ***
Activity A5 sum ***
Activity A6 sum ***
Activity A7 sum ***
Activity A8 sum ***
Activity A9 sum ***
Activity A10 sum ***
Activity A11 sum ***
Activity A12 sum -
Activity A13 sum -
Activity A14 sum ***
Activity A15 sum ***
Activity A16 sum ***
Activity A17 sum ***
Activity A18 sum ***
Activity A19 sum ***
Activity A20 sum ***
Activity A21 sum ***
Option 2 - Amended West Alignment sum ***
---------------------------------------------------------------------------------------------------------------------------------
Total of Cost Centre Value Carried 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]
9 August 2002 Page A Sum/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE B - SHEUNG SHUI PORTAL SITE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY B1 - FORMATION OF PORTAL SITE
***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY B1 TO COST CENTRE 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]
9 August 2002 Page B1/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE B - SHEUNG SHUI PORTAL SITE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY B2 - EXCAVATION, STRUTS,
WALING BEAMS AND TEMPORARY BASE
GENERAL ITEMS
Method-Related Charges
A331 Plant sum *** *** ***
A332 Site establishment sum *** *** ***
A333 Site Facilities sum *** *** ***
Temporary Works
A362 Support scaffolding and propping t *** *** ***
A361 RMD Staircase; depth 15-20 m nr *** *** ***
A363.1 Cutting off surplus length of diaphragm wall m *** *** ***
A363.2 Preparing surface of diaphragm wall m *** *** ***
A363.3 Cutting off surplus length of ▇▇▇▇▇▇▇▇ pile nr *** *** ***
A363.4 Preparing surface of ▇▇▇▇▇▇▇▇ pile nr *** *** ***
▇▇ ▇▇▇▇▇▇
F230 Blinding concrete m3 *** *** ***
F235 Concrete 30/20 m3 *** *** ***
G345 Formwork m2 *** *** ***
G520 Reinforcement t *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page B2/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2- PRICING DOCUMENT CONFORMING TENDER
COST CENTRE B - SHEUNG SHUI PORTAL SITE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY B2 - EXCAVATION, STRUTS, BROUGHT FORWARD ***
WALING BEAMS AND TEMPORARY BASE
CONCRETE ANCILLARIES
Wall
F644 thickness: exceeding 500 mm m3 *** *** ***
Beam
F665 cross-sectional area: exceeding 1 m2 m3 *** *** ***
Formwork finish; type F3
Horizontal
G315 width: exceeding 1.22 m m2 *** *** ***
Vertical
G345 width: exceeding 1.22 m m2 *** *** ***
Reinforcement
Deformed high yield steel bars to BS 4449
G529 all diameter t *** *** ***
Concrete accessories
Finishing of top surfaces
G815 class U3 finishes m2 *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY B2 TO COST CENTRE 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]
9 August 2002 Page B2/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE B - SHEUNG SHUI PORTAL SITE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY B2 - EXCAVATION, STRUTS, BROUGHT FORWARD ***
WALING BEAMS AND TEMPORARY BASE
EARTHWORKS
Excavation for foundation
Material other than topsoil, rock or
artificial hard
E428 maximum depth 20-25 m m3 *** *** ***
Excavation ancillaries
Preparation of excavated surfaces
E522 material other than topsoil, rock or
artificial hard m2 *** *** ***
Disposal of excavated material
E532 material other than topsoil, rock or
artificial hard m3 *** *** ***
IN SITU CONCRETE
Provision of concrete designed mix
F230 Class: 20/20; concrete category C
temperature m3 *** *** ***
F240 Class: 40/20; concrete category A
temperature m3 *** *** ***
Placing of mass concrete
Blinding layer
F511.1 thickness: not exceeding 150 mm m3 *** *** ***
F511.2 thickness: not exceeding 150 mm m3 *** *** ***
Placing of reinforced concrete
Base slabs
F624 thickness: exceeding 500 mm m3 *** *** ***
Suspended slab
F634 thickness: exceeding 500 mm m3 *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page B2/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE B - SHEUNG SHUI PORTAL SITE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
COST CENTRE SUMMARY
Cost Centre B
Activity B1 Formation of portal site sum
Activity B2 Excavation, struts, waling beams and temporary base sum ***
Option 1 - Amended East Alignment sum ***
---------------------------------------------------------------------------------------------------------------------------------
Total of Cost Centre Value Carried 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]
24 January 2003 Page B Sum/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE C - TBM PROCUREMENT AND SITE ASSEMBLY
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY C1 - PROCUREMENT OF TBM AND
ASSEMBLY OF TBM IN LAUNCHING SHAFT
A349.02 TBM support plant sum *** *** ***
A349.04 Conveyor system fabrication sum *** *** ***
A349.05 Conveyor system installation sum *** *** ***
A349.06 Transport Mulan main drive for refurbishment sum *** *** ***
A349.07 Refurbish Mulan main drive sum *** *** ***
A349.08 Transport Mulan main drive to HK sum *** *** ***
A349.09 Refurbishment of Mulan in HK sum *** *** ***
A349.10 Supply of refurbished Mulan sum *** *** ***
A349.14 Assembly of TBM in Launching Shaft sum *** *** ***
A349.15 Dismantling of TBM in Extraction Shaft sum *** *** ***
A365.06 Concrete waling beam sum *** *** ***
A365.12 Main truss sum *** *** ***
A365.7 Main beam 1500x2500 sum *** *** ***
A365.8 Secondary beams 1000x2000 sum *** *** ***
A365.9 Working platform sum *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY C1 TO COST CENTRE 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]
9 August 2002 Page ▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE C - TBM PROCUREMENT AND SITE ASSEMBLY
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
COST CENTRE SUMMARY
Cost Centre C ***
Activity C1 sum ***
Option 2 - Amended West Alignment sum ***
---------------------------------------------------------------------------------------------------------------------------------
Total of Cost Centre Value Carried 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]
[ILLEGIBLE] Page C Sum/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE D - PREFABRICATION OF PRECAST SEGMENT FOR TBM TUNNEL
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY D1 - ESTABLISHMENT OF TUNNEL
SEGMENT FABRICATION PLANT
A349.4 Reinforcement gauge fabrication and test sum *** *** ***
A349.5 Segment mould installation and test sum *** *** ***
A370 Site supervision sum *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY D1 TO COST CENTRE 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]
9 August 2002 Page D1/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE D - PREFABRICATION OF PRECAST SEGMENT FOR TBM TUNNEL
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY D2 - FABRICATION AND
DELIVERY OF PRECAST TUNNEL SEGMENTS
TO SITE
A379 Design cost and contractor supervision sum *** *** ***
T513 Prefabrication and delivery of lining ancillaries to
site nr *** *** ***
T572 Tapered circumferential packing nr *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY D2 TO COST CENTRE 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]
9 August 2002 Page D2/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE D - PREFABRICATION OF PRECAST SEGMENT FOR TBM TUNNEL
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
COST CENTRE SUMMARY
Cost Centre D ***
Activity D1 Establishment of tunnel segment fabrication plant Sum ***
Activity D2 Fabrication and delivery of precast tunnel segments to
Site Sum ***
Option 2 - Amended West Alignment sum ***
---------------------------------------------------------------------------------------------------------------------------------
Total of Cost Value Carried 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]
9 August 2002 Page D Sum/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE E - TBM TUNNEL, UPTRACK
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY El - TWIN TBM TUNNEL SECTION, APPROXIMATE CHAINAGES
FROM 31+115 TO 34+505; EXCAVATION AND TEMPORARY SUPPORT OF
THE UPTRACK PASSENGER TUNNEL SECTION INCLUSIVE OF CAVERNS AND
JUNCTIONS
A370 Site supervision sum *** *** ***
AT118 Excavation tunnel uptrack m *** *** ***
BF240.2 Class 40/20 m3 *** *** ***
BF624 Placing of concrete 40/20D m3 *** *** ***
▇▇▇▇▇ ▇▇▇▇▇▇ reinforcement t *** *** ***
K331 Gullies nr *** *** ***
N165 Services support/bracket - supply m *** *** ***
T513 Installation of precast lining - Uptrack sum *** *** ***
T572 Installation of lining - circumferential packing -
Uptrack sum *** *** ***
W291 Polym waterproofing surface inclined at less than 30
degrees to the horizontal m2 *** *** ***
W293 Polym waterproofing surface inclined at more than 60
degrees to the horizontal m2 *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY El TO COST CENTRE 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]
9 August 2002 Page E1/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE E - TBM TUNNEL, UPTRACK
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY E2 - GROUND TREATMENT TO
RIVER SUTLEJ
***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY E2 TO COST CENTRE 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]
9 August 2002 Page E2/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE E - TBM TUNNEL, UPTRACK
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY E3 - UTILITY DIVERSION
Y181.1 Permanent and temporary realigment of exist services-
FW20 sum *** *** ***
Y181.2 Permanent and temporary realigment of exist services-
FW21 sum *** *** ***
Y181.3 Permanent and temporary realigment of exist services-
FW22 sum *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY E3 TO COST CENTRE 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]
9 August 2002 Page E3/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE E - TBM TUNNEL, UPTRACK
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
COST CENTRE SUMMARY
Cost Centre E ***
Activity El Twin TBM tunnel section, approximate chainages from 31+115 to
34+505; excavation and temporary support of the uptrack
passenger tunnel section inclusive of caverns and junctions. sum ***
Activity E2 Ground treatment to River Sutlej sum ***
Activity E3 Utility diversion sum ***
Option 2 - Amended West Alignment sum ***
---------------------------------------------------------------------------------------------------------------------------------
Total of Cost Centre Value Carried 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]
24 January 2003 Page E Sum/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE F - TBM TUNNEL, DOWNTRACK
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY Fl - TWIN TBM TUNNEL SECTION, APPROXIMATE CHAINAGES
FROM 31+115 TO 34+505; EXCAVATION AND TEMPORARY SUPPORT OF THE
DOWNTRACK PASSENGER TUNNEL SECTION INCLUSIVE OF CAVERNS AND
JUNCTIONS
A370 Site supervision sum *** *** ***
AT118 Excavation tunnel downtrack in rock m *** *** ***
BF240.2 Class 40/20 m3 *** *** ***
BF624 Placing of concrete 40/20D m3 *** *** ***
▇▇▇▇▇ ▇▇▇▇▇▇ reinforcement t *** *** ***
K331 Gullies nr *** *** ***
N165 Services support/bracket - supply m *** *** ***
T513 Installation of Precast Lining - Downtrack sum *** *** ***
T572 Ins. of Lining - Circum. Packing - Downtrack sum *** *** ***
W291 Polym waterproofing surface *30 DEG. to the horizontal m2 *** *** ***
W293 Polym waterproofing surface **60 DEG. to the horizontal m2 *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY Fl TO COST CENTRE 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]
* denotes less than
** denotes more than
9 August 2002 Page F1/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE F - TBM TUNNEL, DOWNTRACK
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY F2 - GROUND TREATMENT TO
RIVER SUTLEJ
A369 River crossing treatment at chainage CH31+200 sum *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY F2 TO COST CENTRE 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]
9 August 2002 Page F2/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE F - TBM TUNNEL, DOWNTRACK
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
COST CENTRE SUMMARY
Cost Centre F ***
Activity F1 Twin TBM tunnel section, approximate chainages from
31+115 to 34+505; excavation and temporary support of the
downtrack passenger tunnel section inclusive of caverns and
junctions sum ***
Activity F2 Ground treatment to River Sutlej sum ***
Option 2 - Amended West Alignment sum ***
---------------------------------------------------------------------------------------------------------------------------------
Total of Cost Centre Value Carried 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]
[ILLEGIBLE] Page F Sum/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY G1 - RAILWAY PROTECTION
General Items
Method-Related Charges
A370 Site supervision sum *** *** ***
A324 Hoarding m *** *** ***
A381 Fencing sum *** *** ***
A387.1 Column protector at Po ▇▇▇▇ ▇▇ Bridge sum *** *** ***
A387.2 Retaining Wall along watermain not diverted m *** *** ***
A387.3 Permanent work over watermain sum *** *** ***
A383 Diversion of 2 nr. 11kV and 1 nr. 66kV cable sum *** *** ***
DEMOLITION AND SITE CLEARANCE
D100 Site clearance ha *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page G1/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY G1 - RAILWAY PROTECTION BROUGHT FORWARD ***
Earthworks
Excavation for foundation
Material other than topsoil, rock or artificial hard material
E324 maximum depth: 1-2 m m3 *** *** ***
E350 concrete footing m3 *** *** ***
Excavation ancillaries
Preparation of excavation 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 *** *** ***
Filling
E614 To structures selected excavated material other than topsoil
or rock m3 *** *** ***
E617 Granular filter material m3 *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page G1/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY G1 - RAILWAY PROTECTION BROUGHT FORWARD ***
IN SITU CONCRETE
Provision of concrete designed mix
F120.1 Class 20/20; category C m3 *** *** ***
F140.2 Class 30/20; category C m3 *** *** ***
Placing of mass concrete
Blinding
F511 thickness: not exceeding 150mm m3 *** *** ***
Bases, footings, pile caps and ground slab
F624 thickness: 300-500 mm m3 *** *** ***
Precast concrete
F920 profile barrier m3 *** *** ***
CONCRETE ANCILLARIES
Formwork; F2 finish
Vertical
G344 width: exceeding 0.4 - 1.22m m2 *** *** ***
Reinforcement
Deformed high yield steel bars to BS4449
G520 all diameter (180kg/m3) t *** *** ***
G690 Bitument painting m2 *** *** ***
Concrete Accessories
Finishing of top surface
G813.1 type U2 m2 *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page G1/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------------
ACTIVITY Gl - RAILWAY PROTECTION BROUGHT FORWARD ***
STRUCTURAL METALWORK
Fabrication of members for frames
Portal frames of UC; straight on plan
M331 portal frames t *** *** ***
M380 Anchorage and holding down bolts assemblies nr *** *** ***
Erection of members for frames
M620 Permanent erection t *** *** ***
Off-site surface treatment
M810 blasting cleaning m2 *** *** ***
M810 painting m2 *** *** ***
MISCELLANEOUS WORK
Fences
KCRC boundary fence
X196 height: 2.5-3 m m *** *** ***
METAL CLADDING
AG111 75mm metal cladding m2 *** *** ***
GENERAL ITEMS
Temporary Realignment Works
Reinstatement Works
A271 Diversion of ER sum *** *** ***
A383 Drainage for diversion of ER sum *** *** ***
A353 Raised walkway (3200mm offset) sum *** *** ***
---------------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY G1 TO COST CENTRE 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]
9 August 2002 Page G1/4 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G2 - EAST APPROACH OPEN RAMP
STRUCTURE FOR LMC DOWNTRACK &
UPTRACK (TRANSITION RAMP SECTION)
General Items
Sheet pile driving
A337.1 type FSP II m2 *** *** ***
A337.2 type FSP III m2 *** *** ***
A337.3 type FSP III (left-in) m2 *** *** ***
Temporary works
A362 support scaffolding and propping t *** *** ***
A355.1 steel walings t *** *** ***
A361 access & working platform m *** *** ***
A363.1 Cutoff surplus length of diaphragm wall m *** *** ***
A363.2 Preparing surface of diaphragm wall m *** *** ***
A363.3 Rebar couplers, 40mm nr *** *** ***
A363.4 treatment of diaphragm wall surface exposed m2 *** *** ***
Connection of waling & struts to D.Wall
A355.2 Miscellaneous steel for connections gussets and pre-
load supports t *** *** ***
A355.3 M24 Hilti bolts nr *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page G2/1 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G2 - EAST APPROACH OPEN RAMP BROUGHT FORWARD ***
STRUCTURE FOR LMC DOWNTRACK &
UPTRACK (TRANSITION RAMP SECTION)
Ground Investigation
Method related charges
A345 Plant, boring & drilling. Mobilisation and site
establishment sum *** *** ***
Rotary drilled boreholes
Numbers
B310 Core of NX size nr *** *** ***
Depth without core recovery; core of NX size;
commence from original surface
B335 In holes of maximum depth; 30 - 40m m *** *** ***
Depth cased
B360 Depth backfilled with imported granular material m *** *** ***
Site tests and observations
B513 Standard penetration test nr *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page G2/2 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G2 - EAST APPROACH OPEN RAMP BROUGHT FORWARD ***
STRUCTURE FOR LMC DOWNTRACK &
UPTRACK (TRANSITION RAMP SECTION)
Geotechnical And Other Specialist Processes
Method related charges
A337 Site establishement and mobilization for diaphragm
walls sum *** *** ***
Diarphagm walls between chainage 30+550 to 30+585
C610 Excavation in material other than rock; wall 800mm
thick m3 *** *** ***
Concrete; grade 45D/20; category C temperature
requirement
C640 Diaphragm wall m3 *** *** ***
Deformed high yield steel bar reinforcement to
BS4449
C666 Nominal size; 16-40mm t *** *** ***
C669.1 Couplers; nominal size 32mm nr *** *** ***
C669.2 Couplers; nominal size 40mm nr *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page G2/3 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G2 - EAST APPROACH OPEN RAMP BROUGHT FORWARD ***
STRUCTURE FOR LMC DOWNTRACK &
UPTRACK (TRANSITION RAMP SECTION)
Guide walls
C680 Guide walls m *** *** ***
Diaphragm wall testing
C690.1 Coring of cast in place concrete diaphragm walls m *** *** ***
C690.2 Interface coring of cast in place concrete diaphragm
wall nr *** *** ***
C690.3 Non-destructive integrity; sonic testing of completed
diaphragm wall panels nr *** *** ***
C690.4 Compressive strength tests of cored concrete
diaphragm wall nr *** *** ***
Pumping Test
A356 Pumping test sum *** *** ***
Interlocking steel sheet piles between chainages
30+550 and 30+305
A337 Method related charges, plant, pile driving.
Mobilisation and site establishment sum *** *** ***
P841 Supply of sheet pile material t *** *** ***
P842 Installation of sheet piles to the designed depth
inclusive of welding m2 *** *** ***
Temporary works for Cross Walls
A288.1 Cross wall at chainage m2 *** *** ***
A288.2 Cross wall at chainage m2 *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page G2/4 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G2 - EAST APPROACH OPEN RAMP BROUGHT FORWARD ***
STRUCTURE FOR LMC DOWNTRACK &
UPTRACK (TRANSITION RAMP SECTION)
Earthworks
Excavation for foundations
Material other than topsoil, rock or artificial hard
E324 maximum depth : 1-2m m3 *** *** ***
E425 maximum depth : 2-5m m3 *** *** ***
E426 maximum depth : 5-10m m3 *** *** ***
E427 maximum depth : 10-15m 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 *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page G2/5 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G2 - EAST APPROACH OPEN RAMP BROUGHT FORWARD ***
STRUCTURE FOR LMC DOWNTRACK &
UPTRACK (TRANSITION RAMP SECTION)
In Situ Concrete
Provision of concrete of designed mix
F230 Class: 20/20; concrete category C temperature
requirement m3 *** *** ***
F240 Class: 40/20; concrete category A temperature
requirement m3 *** *** ***
Placing of mass concrete
Blinding layer
F511 thickness: not exceeding 150 mm m3 *** *** ***
Placing of reinforced concrete
Base slabs
F624 thickness: exceeding 500 mm m3 *** *** ***
Walls
F643 thickness: ▇▇▇ - ▇▇▇ ▇▇ ▇▇ *** *** ***
F644 thickness : exceeding 500mm m3 *** *** ***
Beams
F664 cross section : 0.25-1 m2 m3 *** *** ***
Capping Beams
F680 cross section area exceeding 1 m2 m3 *** *** ***
Suspended slab
F634 thickness exceeding 500mm m3 *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page G2/6 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G2 - EAST APPROACH OPEN RAMP BROUGHT FORWARD ***
STRUCTURE FOR LMC DOWNTRACK &
UPTRACK (TRANSITION RAMP SECTION)
Concrete Ancillaries
Formwork finish; type F4
Sloping
G323 width: 0.2 - 0.4m m2 *** *** ***
G325 width: exceeding 1.22m (upper surface) m2 *** *** ***
Vertical
G344 width : 0.4-1.22m m2 *** *** ***
G345 width: exceeding 1.22 m m2 *** *** ***
Horizontal
G315 width: exceeding 1.22m m2 *** *** ***
For concrete component of constant cross-section
G381 beams; 3500x1200mm high m *** *** ***
Reinforcement
Deformed high yield steel bars to BS 4449
G529 all diameter (assuming 180 kg/m3) t *** *** ***
Joints
Hydrophilic sealing strips; 20mm wide x 10mm deep
G659.1 between diaphragm wall and slab/beam m *** *** ***
G659.2 at construction joint m *** *** ***
G670 Resin injection between base slab & waterstop joint nr *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page G2/7 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2- PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G2 - EAST APPROACH OPEN RAMP BROUGHT FORWARD ***
STRUCTURE FOR LMC DOWNTRACK &
UPTRACK (TRANSITION RAMP SECTION)
Formwork finish; type F3
Vertical
G345 width exceeding 1.22m m2 *** *** ***
G343 width : 0.2 - 0.4m m2 *** *** ***
G344 width : 0.4 - 1.22m m2 *** *** ***
Concrete Ancillaries
Joints
Forming recess for key-in joint to diaphragm wall
surface including breaking up of concrete and
disposal of debris off site
G699 1000mm wide x 120mm deep m *** *** ***
Concrete accessories
Finishing of top surfaces
G819 class U3 finishes m2 *** *** ***
N140 Galvanised Mild Steel Handrails m *** *** ***
Waterproofing
Damp proofing
Performed continuously keyed polymer membrane
W141 upper surfaces inclined at an angle not exceeding
30 degrees to the horizontal m2 *** *** ***
W143 surfaces inclined at an angle exceeding 60 degrees
to the horizontal m2 *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page G2/8 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G2 - EAST APPROACH OPEN RAMP
STRUCTURE FOR LMC DOWNTRACK &
UPTRACK (TRANSITION RAMP SECTION) BROUGHT FORWARD ***
Conipur 265Z brush applied membrane
W141 upper surfaces inclined at an angle not exceeding 30
degrees to the horizontal m2 *** *** ***
W143 surfaces inclined at an angle exceeding 60 degrees
to the horizontal m2 *** *** ***
Reactive cementitious coating
W161 upper surfaces inclined at an angle not exceeding 30
degrees to the horizontal m2 *** *** ***
W163 surfaces inclined at an angle exceeding 60 degrees
to the horizontal m2 *** *** ***
Waterproofing
Protective layer
100mm thick protection screed to waterproofing
coating
W453 Protective block along vertical sprayed membrane m2 *** *** ***
2 coats of sprayed applied waterproofing membrane
W500.1 upper surfaces inclined at an angle not exceeding 30
degrees to the horizontal m2 *** *** ***
W500.2 surfaces inclined at an angle exceeding 60 degrees
to the horizontal m2 *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page G2/9 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G2 - EAST APPROACH OPEN RAMP BROUGHT FORWARD ***
STRUCTURE FOR LMC DOWNTRACK &
UPTRACK (TRANSITION RAMP SECTION)
Miscellaneous Works
X500 Corrosion monitoring system; 2 nr terminal points
per location nr *** *** ***
X900 Civil provision for systemwide contracts sum *** *** ***
A357.1 Longitudinal drain at track slab m *** *** ***
A357.2 U-channel at D wall m *** *** ***
A357.3 In-situ concrete sump; 500x500x1000mm deep nr *** *** ***
Z611 100mm uPVC cable duct cast into concrete base slab m *** *** ***
--------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY G2 TO COST CENTRE 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]
9 August 2002 Page G2/10 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G3 - EAST APPROACH STACK
TUNNEL WITH OPEN RAMP OR BOX
STRUCTURE FOR LMC DOWNTRACK &
UPTRACK (STACK TUNNEL SECTION)
General Items
Method-Related Charges
Temporary works
A362 support scaffolding and propping t *** *** ***
A355.1 steel walings t *** *** ***
A361 access & working platform m *** *** ***
A363.1 Cut off surplus length of diaphragm wall, width 800 m *** *** ***
A363.2 Prepare surface of diaphragm wall, width 800mm m *** *** ***
A363.3 Rebar couplers, 40mm nr *** *** ***
A363.4 treatment to diaphragm wall surface exposed m2 *** *** ***
A357 500x500x1000mm deep concrete gully with water-
proof membrane nr *** *** ***
Z611 100mm uPVC cable duct cast into concrete base slab m *** *** ***
X500 Corrosion monitoring system for single box tunnel nr *** *** ***
X900 Civil provision for systemwide contracts sum *** *** ***
Connection of waling & struts to D.Wall
A355.2 Miscellaneous steel for connections gussets and pre-
load supports t *** *** ***
A355.3 M24 Hilti bolts nr *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page G3/1 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G3 - EAST APPROACH STACK BROUGHT FORWARD ***
TUNNEL WITH OPEN RAMP OR BOX
STRUCTURE FOR LMC DOWNTRACK &
UPTRACK (STACK TUNNEL SECTION)
Ground Investigation
Method related charges
A345 Plant, boring & drilling. Mobilisation and site
establishment sum *** *** ***
Rotary drilled boreholes
Numbers
B310 Core of NX size nr *** *** ***
Depth without core recovery; core of NX size;
commence from original surface
B335 In holes of maximum depth; 30 - 40m m *** *** ***
Depth with core recovery; core of NX size; commence
from original surface
B345 In holes of maximum depth; 30 - 40m m *** *** ***
Depth cased
B360.1 Depth backfilled with imported granular material m *** *** ***
B360.2 Depth backfilled with cement mortar m *** *** ***
Core boxes; length of core 1500mm
B379 Core of NX size nr *** *** ***
Site tests and observations
B513 Standard penetration test nr *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page G3/2 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G3 - EAST APPROACH STACK BROUGHT FORWARD ***
TUNNEL WITH OPEN RAMP OR BOX
STRUCTURE FOR LMC DOWNTRACK &
UPTRACK (STACK TUNNEL SECTION)
Laboratory tests
Rock strength
B771 Unconfined compressive strength of core sample nr *** *** ***
B775 Point load index test nr *** *** ***
GEOTECHNICAL AND OTHER SPECIALIST PROCESSES
Method related charges
A337 Site establishement and mobilization for diaphragm
walls sum *** *** ***
Diarphagm walls
C610 Excavation in material other than rock; wall 800mm
thick m3 *** *** ***
Concrete; grade 45D/20; category C temperature
requirement
C640 Diaphragm wall m3 *** *** ***
Deformed high yield steel bar reinforcement to
BS4449
C666 Nominal size; 16-40mm t *** *** ***
C669.1 Couplers; nominal size 32mm nr *** *** ***
C669.2 Couplers; nominal size 40mm nr *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page G3/3 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G3 - EAST APPROACH STACK BROUGHT FORWARD ***
TUNNEL WITH OPEN RAMP OR BOX
STRUCTURE FOR LMC DOWNTRACK &
UPTRACK (STACK TUNNEL SECTION)
Guide walls
C680 Guide walls m *** *** ***
Diaphragm wall testing
C690.1 Coring of cast in place concrete diaphragm walls m *** *** ***
C690.2 Interface coring of cast in place concrete
diaphragm wall nr *** *** ***
C690.3 Non-destructive integrity; sonic testing of
completed diaphragm wall panels nr *** *** ***
C690.4 Compressive strength tests of cored concrete
diaphragm wall nr *** *** ***
Pumping Test
A356.1 Pumping test sum *** *** ***
A356.2 Recharge well (28 no.) sum *** *** ***
Shear Pins
C790 Shear pins; 190mm diameter drillhole x 3500mm long;
including drilling into rock, strip clips, spacers,
4 x 40mm diameter high yield steel bar and
non-shrink cement grout to drillhole nr *** *** ***
Temporary works for Cross Walls
A288 Cross wall at chainage m2 *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page G3/4 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G3 - EAST APPROACH STACK BROUGHT FORWARD ***
TUNNEL WITH OPEN RAMP OR BOX
STRUCTURE FOR LMC DOWNTRACK &
UPTRACK (STACK TUNNEL SECTION)
Earthworks
Excavation for Foundations
Material other than topsoil, rock or artificial
hard material
E325 max. depth : 2-5m m3 *** *** ***
E327 max. depth : 10-15m m3 *** *** ***
E328 max. depth : 15-20m m3 *** *** ***
Excavation ancillaries
Preparation of excavated surfaces
E522 material other than topsoil, rock or artificial
hard m2 *** *** ***
Disposal of excavated material
E532 material other than topsoil, rock or artificial
hard material m3 *** *** ***
Filling
To structure
E614 selected excavated material other than topsoil or
rock rock m3 *** *** ***
Filling ancillaries
Preparation of filled surface
E722 material other than topsoil, rock or artificial
hard material m3 *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page G3/5 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G3 - EAST APPROACH STACK BROUGHT FORWARD ***
TUNNEL WITH OPEN RAMP OR BOX
STRUCTURE FOR LMC DOWNTRACK &
UPTRACK (STACK TUNNEL SECTION)
IN SITU CONCRETE
Provision of concrete of designed mix
F230 Class: 20/20; concrete category C temperature
requirements m3 *** *** ***
F240 Class: 40/20; concrete category A temperature
requirements m3 *** *** ***
F200 Class: of density 18 kN/m3; concrete category C
temperature requirements m3 *** *** ***
Placing of mass concrete
Blinding layer
F511 thickness: not exceeding 150 mm m3 *** *** ***
F580 Infill to void of ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇▇▇▇ ▇▇▇ ▇▇ *** *** ***
Placing of reinforced concrete
Base slabs
F624 thickness: exceeding 500 mm m3 *** *** ***
Suspended slabs
F634 thickness: exceeding 500 mm m3 *** *** ***
Walls
F643 thickness: 300-500mm m3 *** *** ***
F644 thickness: exceeding 500mm m3 *** *** ***
Beams
F665.1 ▇▇▇▇▇-▇▇▇▇▇▇▇▇▇ ▇▇▇▇ ▇▇▇▇▇▇▇▇▇ ▇ ▇▇ ▇▇ *** *** ***
Capping Beam
F665.2 cross-sectional area: 0.25-1 m2 m3 *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page G3/6 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G3 - EAST APPROACH STACK BROUGHT FORWARD ***
TUNNEL WITH OPEN RAMP OR BOX
STRUCTURE FOR LMC DOWNTRACK &
UPTRACK (STACK TUNNEL SECTION)
Concrete Ancillaries
Formwork finish; type F4
Horizontal
G315 width: exceeding 1.22m m2 *** *** ***
Sloping
G323 width: 0.2-0.4m m2 *** *** ***
G324 width: 0.4-1.22m m2 *** *** ***
Reinforcement
Deformed high yield steel bars to BS 4449
G529 all diameter t *** *** ***
Joints
Hydrophilic sealing strips; 20mm wide x 10mm deep
G659.1 between diaphragm wall and slab/beam m *** *** ***
G659.2 at construction joint m *** *** ***
G670 Resin injection between base slab & waterstop joint nr *** *** ***
G650 Bentonite rubber gum install at D wall joint m *** *** ***
Formwork finish; type F2
Vertical
G344.1 width: 0.4- 1.22m m2 *** *** ***
G345.1 width: exceeding 1.22m m2 *** *** ***
Formwork finish; type F4
G344.2 Vertical width:0.4-1.22m m2 *** *** ***
G345.2 Vertical width: exceeding 1.22m m2 *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page G3/7 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G3 - EAST APPROACH STACK BROUGHT FORWARD ***
TUNNEL WITH OPEN RAMP OR BOX
STRUCTURE FOR LMC DOWNTRACK &
UPTRACK (STACK TUNNEL SECTION)
Concrete Ancillaries
Joints
Forming recess for key-in joint to diaphragm wall
surface including breaking up of concrete and
disposal of debris off site
G699.3 1500mm wide x 125mm deep m *** *** ***
Concrete accessories
Finishing of top surfaces
G819.1 class U3 finishes m2 *** *** ***
Waterproofing
Damp proofing
Performed continuously keyed polymer membrane
W141 upper surfaces inclined at an angle not exceeding
30 degrees to the horizontal m2 *** *** ***
W143 surfaces inclined at an angle exceeding 60
degrees to the horizontal m2 *** *** ***
Conipur 265Z brush applied membrane
W500.1 upper surfaces inclined at an angle not exceeding
30 degrees to the horizontal m2 *** *** ***
W500.2 surfaces inclined at an angle exceeding 60
degrees to the horizontal m2 *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page G3/8 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G3 - EAST APPROACH STACK BROUGHT FORWARD ***
TUNNEL WITH OPEN RAMP OR BOX
STRUCTURE FOR LMC DOWNTRACK &
UPTRACK (STACK TUNNEL SECTION)
Waterproofing
Reactive cementious coating
W161 upper surfaces inclined at an angle not exceeding
30 degrees to the horizontal m2 *** *** ***
W163 surfaces inclined at an angle exceeding 60 degrees
to the horizontal m2 *** *** ***
Damp proofing
2 coats of sprayed applied waterproofing membrane
W191 upper surfaces inclined at an angle not exceeding
30 degrees to the horizontal m2 *** *** ***
W193 surfaces inclined at an angle exceeding 60
degrees to horizontal m2 *** *** ***
Brickwork, Blockwork And Masonry
Dense concrete block
Vertical curved wall
U522 thickness: 150-250mm m2 *** *** ***
Miscellaneous Works
A357.1 150mm uPVC carrier drain m *** *** ***
A357.2 U-channel at D wall m *** *** ***
Miscellaneous Metalworks
N162 Galvanised mild steel wind posts; 305 x 127 UB t *** *** ***
N140 Galvanised mild steel handrails m *** *** ***
--------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY G3 TO COST CENTRE 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]
9 August 2002 Page G3/9 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G4 - EAST APPROACH BOX
STRUCTURE FOR LMC DOWNTRACK &
UPTRACK (CUT & COVER SECTION)
General Items
Method-Related Charges
A363 Sheet pile driving m2 *** *** ***
A362 Support scaffolding and propping t *** *** ***
A355.1 Steel waling t *** *** ***
▇.▇. ▇▇▇▇▇▇
A355.2 Provision of concrete grade 40/20 m3 *** *** ***
A355.3 Placing of concrete m3 *** *** ***
A355.4 Reinforcement; all diameter t *** *** ***
A355.5 Formwork m2 *** *** ***
Connection of waling & struts to D.Wall
A355.6 Miscellaneous steel for connections gussets and
pre-load supports t *** *** ***
A355.7 M24 Hilti bolts nr *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page G4/1 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G4 - EAST APPROACH BOX BROUGHT FORWARD ***
STRUCTURE FOR LMC DOWNTRACK &
UPTRACK (CUT & COVER SECTION)
Ground Investigation
Method related charges
A345 Plant, boring & drilling. Mobilisation and site
establishment sum *** *** ***
Rotary drilled boreholes
Numbers
B310 Core of NX size nr *** *** ***
Depth without core recovery; core of NX size;
commence from original surface
B335 In holes of maximum depth; 30 - 40m m *** *** ***
Depth cased
B360.1 Depth backfilled with imported granular material m *** *** ***
Site tests and observations
B513 Standard penetration test nr *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page G4/2 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G4 - EAST APPROACH BOX BROUGHT FORWARD ***
STRUCTURE FOR LMC DOWNTRACK &
UPTRACK (CUT & COVER SECTION)
Geotechnical And Other Specialist Processes
Method related charges
A337 Site establishment and mobilization for diaphragm
walls sum *** *** ***
Diarphagm walls
C610 Excavation in material other than rock; wall 800mm
thick m3 *** *** ***
Concrete; grade 45D/20; category C temperature
requirement
C640 Diaphragm wall m3 *** *** ***
Deformed high yield steel bar reinforcement to
BS4449
C666 Nominal size; 16-40mm t *** *** ***
C669.1 Couplers; nominal size 32mm nr *** *** ***
C669.2 Couplers; nominal size 40mm nr *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page G4/3 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G4 - EAST APPROACH BOX BROUGHT FORWARD ***
STRUCTURE FOR LMC DOWNTRACK &
UPTRACK (CUT & COVER SECTION)
Guide walls
C680 Guide walls m *** *** ***
Diaphragm wall testing
C690.1 Coring of cast in place concrete diaphragm walls m *** *** ***
C690.2 Interface coring of cast in place concrete
diaphragm wall nr *** *** ***
C690.3 Non-destructive integrity; sonic testing of
completed diaphragm wall panels nr *** *** ***
C690.4 Compressive strength tests of cored concrete
diaphragm wall nr *** *** ***
Cut-off surplus length
C690.5 Width 800mm m *** *** ***
Pumping Test
A356 Pumping test sum *** *** ***
Temporary works for Cross Walls
A288.1 Cross wall at chainage m2 *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page G4/4 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G4 - EAST APPROACH BOX BROUGHT FORWARD ***
STRUCTURE FOR LMC DOWNTRACK &
UPTRACK (CUT & COVER SECTION)
Demolition and Site Clearance
D524.1 Demolition of RC gantry support truss; vol 100-250m3 nr *** *** ***
D524.2 Demolition of RC gantry support truss; vol 50-100m3 nr *** *** ***
Earthworks
Excavation for Foundations
Material other than topsoil, rock or artificial
hard material
E328 maximum depth 15-20m 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 *** *** ***
Filling
To structure
E624 selected excavated material other than topsoil or
rock m3 *** *** ***
Filling ancillaries
Preparation of filled surfaces
E722 Material other than topsoil, rock or artificial
hard material m2 *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page G4/5 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G4 - EAST APPROACH BOX BROUGHT FORWARD ***
STRUCTURE FOR LMC DOWNTRACK &
UPTRACK (CUT & COVER SECTION)
In Situ Concrete
Provision of concrete designed mix
F230 Class: 20/20; concrete category C temp. requir. m3 *** *** ***
F240 Class: 30/20; concrete category C temp. requir. m3 *** *** ***
F241.1 Class: 40/20; concrete category A temp. requir. m3 *** *** ***
F241.2 Class: 40/20; concrete category B temp. requir. m3 *** *** ***
Placing of mass concrete
F511 Blinding layer thickness: not exceeding 150 mm m3 *** *** ***
F580 Infill to niches for ▇▇▇
thickness exceeding 500mm m3 *** *** ***
Placing of reinforced concrete
Base slabs
F624 thickness: exceeding 500 mm m3 *** *** ***
Suspended slab
F634 thickness: exceeding 500 mm m3 *** *** ***
Walls
F644 thickness: exceeding 500 mm m3 *** *** ***
Concrete Ancillaries
Formwork finish; type F4
Horizontal
G315 width: exceeding 1.22 m m2 *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page G4/6 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G4 - EAST APPROACH BOX BROUGHT FORWARD ***
STRUCTURE FOR LMC DOWNTRACK &
UPTRACK (CUT & COVER SECTION)
Concrete Ancillaries (cont'd)
Formwork finish: type F4
Vertical
G345 width: exceeding 1.22 m m2 *** *** ***
Reinforcement
Deformed high yield steel bars to BS 4449
G529 all diameter t *** *** ***
Concrete accessories
Finishing of top surfaces
G819 class U3 finishes m2 *** *** ***
Joint
G659 Hydrophilic sealing strip; 20xl0mm deeo m *** *** ***
G900 ▇ ▇ for C&C box tunnel nr *** *** ***
Formwork finish : type F2
Plane Vertical
G344 width : 0.4-1.22m m2 *** *** ***
G345 width : exceeding 1.22m m2 *** *** ***
Miscellaneous Metalworks
G140 Handrail m *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page G4/7 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G4 - EAST APPROACH BOX BROUGHT FORWARD ***
STRUCTURE FOR LMC DOWNTRACK &
UPTRACK (CUT & COVER SECTION)
Waterproofing
2 layer of sprayed applied waterproofing membrane
W141.1 horizontal m2 *** *** ***
W143.1 vertical m2 *** *** ***
Preformed continuously keyed polymer membrane
W141.2 horizontal m2 *** *** ***
W143.2 vertical m2 *** *** ***
Reactive cementitious coating
W165.1 horizontal m2 *** *** ***
W165.2 vertical m2 *** *** ***
W441 100mm cement sand screeding; horizontal m2 *** *** ***
W460 225mm Brickwork wall; vertical m2 *** *** ***
Miscellaneous works
A357.1 Drainage channel with waterproofing to base slab m *** *** ***
A357.2 150mm uPVC carrier drain in base slab m *** *** ***
A357.3 In-situ concrete sump; 500x500x1000mm deep nr *** *** ***
Z611 100mm uPVC cable duct in base slab m *** *** ***
X900.1 Civil provision for ▇▇▇ Niches sum *** *** ***
X500 Corrosion monitoring system nr *** *** ***
X900.2 Civil provision for connection to TBM tunnels nr *** *** ***
X900.3 Civil provision for system wide contracts sum *** *** ***
X900.4 Drilling and grouting on temporary base slab for
the installation of re-bar for retaining wall nr *** *** ***
--------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY G4 TO COST CENTRE 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]
9 August 2002 Page G4/8 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G5 - DRAINAGE & UTILITIES DIVERSIONS
General Items
Method-Related Charges
Temporary works
A362 support scaffolding and propping for drainage sum *** *** ***
A383 lowering 11kV cable under planter and footway
including backfilling, depth not exceeding 1m m *** *** ***
Demolition and Site Clearance
Other Structures
Concrete
Disused manholes
D521 volume : not exceeding 50 m3 nr *** *** ***
Disused gully
D521 volume : not exceeding 50 m3 nr *** *** ***
Pipelines
Disused pipelines
D610 nominal bore : 100 - 300mm m *** *** ***
D620 nominal bore : 300 - 500mm m *** *** ***
D630 nominal bore : exceeding 500mm m *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page G5/1 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G5 - DRAINAGE & UTILITIES BROUGHT FORWARD ***
DIVERSIONS
In-situ Concrete
Provision of Concrete designed mix
F240 Class 30/20, concrete category A m3 *** *** ***
Placing of reinforced concrete
Ground slab
F623 thickness 300 - 500mm m3 *** *** ***
Placing of reinforced concrete
Wall
F643 thickness 300 - 500mm m3 *** *** ***
Concrete Ancillaries
Formwork finish type F2
G345 Plane vertical, width exceeding 1.22m m2 *** *** ***
Reinforcement
Deformed high yield steel bars to BS 4449
G529 all diameter t *** *** ***
Pipework - Pipes
Concrete pipes: precast; class L; reinforced to BS
5911: Part 100: flexible spigot and socket joints
with rubber gasket
Nominal bore: not exceeding 200mm
1223 in trenches; depth 1.5-2m m *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page G5/2 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G5 - DRAINAGE & UTILITIES BROUGHT FORWARD ***
DIVERSIONS
Pipework - Pipes
Concrete pipes; precast; class M; reinforced to BS
5911: Part 100: flexible spigot and socket joints
with rubber gasket
Nominal bore: 300 - 600mm
I233 in trenches; depth 1.5-2m m *** *** ***
Nominal bore: 600 - 900mm
I244 in trenches; depth 2-2.5m m *** *** ***
Nominal bore: 900 - 1200mm
I254 in trenches; depth 2-2.5m m *** *** ***
D.I. Pipe
Nominal bore: 600 - 900mm
A383 Diversion of 900mm diameter water main sum *** *** ***
Pipework - Fitting and Valves
Concrete Pipe Fittings
Straight specials, short pipe
J283 nominal bore: 300 - 600mm nr *** *** ***
J284 nominal bore: 600 - 900mm nr *** *** ***
J285 nominal bore: 900 - 1200mm nr *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page G5/3 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G5 - DRAINAGE & UTILITIES BROUGHT FORWARD ***
DIVERSIONS
Manholes And Pipework Ancillaries
Manholes
Insitu concrete; class 30/20; with double seal cast
iron cover and frame and step iron
K132 depth : 1.5 -2m nr *** *** ***
K133 depth : 2 - 2.5m nr *** *** ***
Gullies
K360 trapped ▇▇▇▇▇▇ ▇▇ *** *** ***
Reinstatement
Breaking up, temporary reinstatement of roads
K711 pipe bore: not exceeding 300mm m *** *** ***
K712 pipe bore: 300 - 900mm m *** *** ***
K713 pipe bore: 900- 1800mm m *** *** ***
Other pipework ancillaries
Connections to existing pipes, ducts and culverts
K862 pipe bore 200 - 300mm nr *** *** ***
K863 pipe bore 300 - 600mm nr *** *** ***
K854 pipe bore 600 - 900mm nr *** *** ***
K865 pipe bore 900 - 1200mm nr *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page G5/4 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G5 - DRAINAGE & UTILITIES BROUGHT FORWARD ***
DIVERSIONS
Pipework - Supports and Protection, Ancillaries To
Laying and Excavation
Extras to Excavation and Backfilling
L111 in pipe trenches, excavation in rock m3 *** *** ***
Haunches
Mass concrete; class 20/20
L454 nominal bore 600 - 900mm m *** *** ***
L455 nominal bore 900 - 1200mm m *** *** ***
Surrounds
Mass concrete; class 30/20
L552 nominal bore 200 - 300mm m *** *** ***
L553 nominal bore 300 - 600mm m *** *** ***
--------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY G5 TO COST CENTRE 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]
9 August 2002 Page G5/5 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY G6 - COMPENSATORY TREE PLANTING
Earthworks
Landscaping
E860 Trees sum *** *** ***
--------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY G6 TO COST CENTRE 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]
9 August 2002 Page G6/1 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE G - ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
COST CENTRE SUMMARY
Cost Centre G ***
Activity G1 Railway Protection sum ***
Activity G2 East approach open ramp structure for LMC downtrack
& uptrack (transition ramp section) sum ***
Activity G3 East approach stack tunnel with open ramp or box
structure for LMC downtrack & uptrack (stack tunnel
section) sum ***
Activity G4 East approach box structure for LMC downtrack &
uptrack (cut and cover tunnel section) sum ***
Activity G5 Drainage and Utility Diversions sum ***
Activity G6 Compensatory tree planting sum ***
Option 1 - Amended East Alignment sum ***
--------------------------------------------------------------------------------------------------------------------------
Total of Cost Centre Value Carried 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]
24 January 2003 Page G Sum/1 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - WEST VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY H1 - WEST VENTILATION
BUILDING STRUCTURE AND CIVIL WORKS
Earthworks
E325 Excavation for foundation maximum depth : 2 - 5m m3 *** *** ***
E532 Disposal of excavated materials m3 *** *** ***
E624 Backfilling with excavated materials m3 *** *** ***
In-situ Concrete
Provision of concrete of designed mix
F230 Class: 20/20; concrete category C temperature
requirements m3 *** *** ***
F240.1 Class: 40/20; concrete category A temperature
requirements m3 *** *** ***
F240.2 Class: 40/20; concrete category B temperature
requirements m3 *** *** ***
F240.3 Class: 45/20; concrete category B temperature
requirements m3 *** *** ***
Placing of mass concrete
F511 Blinding layer thickness : not exceeding 150mm m3 *** *** ***
Placing of reinforced concrete
F623 Base and ground slab thickness : 300 - 500mm m3 *** *** ***
F324 Base and ground slab thickness : exceeding 500mm m3 *** *** ***
F632 Suspended slabs thickness: 150-300mm m3 *** *** ***
F642 Wall thickness: 150 - 300mm m3 *** *** ***
F643 Wall thickness: 300 - 500mm m3 *** *** ***
F653 Columns and piers; cross-sectional area;
0.1 - 0.25 m2 m3 *** *** ***
F654 Columns and piers; cross-sectional area;
0.25 - 1 m2 m3 *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H1/1 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - WEST VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY H1 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING STRUCTURE AND CIVIL WORKS
Placing of reinforced concrete
F664 Beam cross-sectional area : 0.25 - 1 m2 m3 *** *** ***
Other concrete forms
F667 Nozzles m3 *** *** ***
F689 Steps and stairs thickness : 100 - 300 mm m3 *** *** ***
Formwork; formed surfaces F2
G382.1 Vertical; width 0.2-0.4m m2 *** *** ***
G382.2 Vertical; width 0.4-1.22m m2 *** *** ***
G382.3 Vertical width exceeding 1.22m m2 *** *** ***
Formwork; formed surfaces F4
G314 Horizontal width exceeding 1.22m m2 *** *** ***
G325 Horizontal; sloping width exceeding 1.22m m2 *** *** ***
G342 Vertical; width 0.1 - 0.2 m *** *** ***
G343 Vertical; width 0.2-0.4m m2 *** *** ***
G345 Vertical width exceeding 1.22m m2 *** *** ***
Form work F4; for concrete components of constant
cross-section
G311.1 beams ; 500 x 1000 mm m *** *** ***
G311.2 beams ; 600 x 1200 mm m *** *** ***
G311.3 beams ; 600 x 1000 mm m *** *** ***
G342.1 columns ; 500 x 500 mm m *** *** ***
G342.2 columns ; 500 x 800 mm m *** *** ***
G342.3 columns ; 800 x 800 mm m *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H1/2 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - WEST VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY H1 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING STRUCTURE AND CIVIL WORKS
Reinforcement
G529 High yield steel bar reinforcement t *** *** ***
Concrete Ancillaries
Concrete accessories
G819 Finishing of top surfaces; unformed surface U3 m2 *** *** ***
Builder's works
G901 Builder's works in connection with building
services sum *** *** ***
Temporary works
A350 Temporary works sum *** *** ***
--------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY H1 TO COST CENTRE 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]
9 August 2002 Page H1/3 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDING
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY H2 - WEST VENTILATION
BUILDING - FINISHING WORKS
ROOF FINISH
Roof tiling
AA111.1 concrete tiles 300mm x 300mm including 50 mm semi-
dry cement and bedding; upper surfaces inclined at
an angle not exceeding 30 degree to the horizontal m2 *** *** ***
AA111.2 Extra over for forming 200 mm wide surface drainage
channel m *** *** ***
Insulation
W490 50mm CFC free insulation board lay on top of
waterproofing membrane m2 *** *** ***
Waterproof Membrane
W331 2 layers of single skin waterproofing membrane m2 *** *** ***
Screed
W441.1 25mm thick cement sand screed to receive
waterproofing membrane; including 25 x 25 mm
cement sand fillet m2 *** *** ***
Tank Waterproofing
Waterproof polymer modified cementitious coating
W441.2 Floor to tank m2 *** *** ***
W441.3 Wall to tank m2 *** *** ***
W441.4 Ceiling to tank m2 *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H2/1 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDING
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY H2 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING - FINISHING WORKS
Metal Doors and Frames
Galvanised mild steel doors; with pressed metal door
frame, with paint finish
Proprietary two hours fire rated doors and frames
AE110.1 single leaf size 1.0m x 2.2m high nr *** *** ***
AE110.2 double leaves size 2.0m x 2.2m high nr *** *** ***
External Metal Doors and Frames
Stainless steel doors with stainless steel frame,
selected colour paint system
AE110.3 single leaf size 1.0m x 2.2m high nr *** *** ***
AE110.4 double leaves size 2.0m x 2.2m high nr *** *** ***
AE110.5 double leaves size 3.0m x 4.5m high nr *** *** ***
Manufactured stainless steel door; w/stainless steel
Frame: for TX Room selected colour paint finish
AE110.6 single leaf size 1.0m x 2.2m high nr *** *** ***
AE110.7 double leaves size 2.0m x 3m high nr *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H2/2 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDING
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY H2 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING - FINISHING WORKS
Metal Shutters, Windows and Louvres
Louvres
AF399.1 Aluminum weatherproof louvre overall size 1.0m x
1m high nr *** *** ***
AF399.2 Aluminum weatherproof louvre overall size 2.0m x
1m high nr *** *** ***
AF399.3 Aluminum weatherproof louvre overall size 6.0m x
3m high nr *** *** ***
AF399.4 Aluminum weatherproof louvre overall size 3.0m x
5m high nr *** *** ***
AF399.5 Aluminum weatherproof louvre overall size 5.0m x
12m high nr *** *** ***
AF399.6 Stainless steel weatherproof louvre overall size
1.5m x 1.0m high nr *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H2/3 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDING
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY H2 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING - FINISHING WORKS
Specialist Architectural Metalwork
AH100 Proprietary anodized aluminmum with gas lift access
hatch door for roof access nr *** *** ***
AH999.01 GMS Cat ladder; comply with BS4211, 1994 and
BS5395 part 3, 1985 m *** *** ***
AH999.02 S.S. Cat ladder; comply with BS4211, 1994 and
BS5395 part 3, 1985 to tanks m *** *** ***
AH999.03 Illuminated exit sign nr *** *** ***
AH999.04 Stainless steel access hatch to tanks nr *** *** ***
AH999.05 4.0 x 4.0 m galvanised mild steel grating including
necessary framing nr *** *** ***
AH999.06 5.0 x 5.0 m galvanised mild steel grill panel
including necessary framing nr *** *** ***
AH999.07 Other statutory sign sum *** *** ***
AH999.08 Provision of mansafe protection to nozzle and
shaft in connection with tunnel sum *** *** ***
AH999.09 50mm Diameter (Type 1) galvanized mild steel
handrails and including all fixing plate and end
cap, with paint finish m *** *** ***
AH999.10 60mm Diameter (Type 2) galvanized mild steel
handrails and including all fixing plate and end
cap, with paint finish m *** *** ***
AH999.11 Galvanized mild steel balustrade (Type 2) with and
including paint finish m *** *** ***
AH999.12 Lifting beam m *** *** ***
AH999.13 1.2 m Wide galvanized access walkway with
balustrade on both side including painted finish m *** *** ***
AH999.14 Galvanized metal steel chequer plate flooring for
TX room, including all supporting frame m2 *** *** ***
AH999.15 GMS framework for supporting the oversize aluminum
louvre; total 168m2 kg *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H2/4 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDING
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY H2 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING - FINISHING WORKS
Plastering and Tiling
Internal Finish
Floors
AJ240.1 granolithic screed floated and sealed m2 *** *** ***
Skirtings, ▇▇▇▇▇, channels, wall strings, open
strings, curb strings, cornices, mouldings and the
like
AJ240.2 granolithic screed floated and sealed m *** *** ***
Stairs and steps
AJ240.3 granolithic screed floated and sealed to landing m2 *** *** ***
AJ240.4 granolithic screed floated and sealed to tread and
riser m2 *** *** ***
AJ240.5 ceramic nosing tile to concrete stair m *** *** ***
Tiling
AJ240.6 non slip homogenous tile with and including
waterproof cement sand bedding to toilet m2 *** *** ***
Walls
Tiling
AJ240.7 glazed ceramic wall tile with and including
waterproof cement sand render to toilet m2 *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H2/5 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDING
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY H2 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING - FINISHING WORKS
EXTERNAL FINISH
Walls and columns
AJ119.1 15 mm cement and sand render to receive ceramic
tiles m2 *** *** ***
AJ119.2 ditto to parpet wall m2 *** *** ***
Tiling
Walls and columns
AK130.1 Glazed ceramic tiles 45mm x 95mm x 6mm thick
bedded with adhesive and grouted with colour grout m2 *** *** ***
AK130.2 ditto to parpet wall m2 *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H2/6 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDING
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY H2 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING - FINISHING WORKS
Architectural Coatings and Special Finishes
Epoxy Paint to floor
AT932.1 To granolithic screed to floor m2 *** *** ***
AT932.2 To granolithic base 100 mm high m *** *** ***
Epoxy Paint to wall
AT933.1 To F4 concrete wall m2 *** *** ***
Emulsion Paint to ceiling
AT933.2 To F4 concrete soffit and beams m2 *** *** ***
AT933.3 To F4 sloped concrete soffit and beams m2 *** *** ***
AT933.4 To F4 concrete soffit and beams and sealed m2 *** *** ***
Epoxy Paint acid resisted to floor
AT932.3 To granolithic screed to floor m2 *** *** ***
AT932.4 To granolithic base 100 mm high m *** *** ***
Emulsion Paint to F4 concrete wall
AT933.5 To F4 concrete wall m2 *** *** ***
AT933.6 To F4 concrete wall of staircase m2 *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H2/7 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY H2 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING - FINISHING WORKS
Supply and fix the following ironmongeries
Z341 Stainless steel ball bearing butt hinge with non-
removable pin nr *** *** ***
Z342 Overhead door closer with back check and built-in
pressure relief valve, with S.S. cover nr *** *** ***
Z343 Mortise storeroom lock with s.s. lever handle on
escutcheon plate and materkeyed nr *** *** ***
Z349.1 Stainless steel exit device with mortise latch,
with s.s. handle and cylinder outside and
materkeyed nr *** *** ***
Z346.1 Stainless steel push plate, 700x300x1.5mm thick nr *** *** ***
Z346.2 Stainless steel kick plate, 800x200x1.5mm thick nr *** *** ***
Z349.2 Door stop nr *** *** ***
Z344 Top & bottom manual flush bolt with 300mm
extension rod nr *** *** ***
Z349.3 Surface mounted door bottom seal with EPDM sponge,
clear anodised aluminum housing nr *** *** ***
--------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY H2 TO COST CENTRE 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]
9 August 2002 Page H2/8 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY H3 - WEST VENTILATION
BUILDING SERVICES, CABLING ETC.
Electrical Installation
Incoming Services
Equipment and ancillaries
BA0201.1 LV Switchboards; including all necessary
switchgears, power factor improvement equipment
and accessories. nr *** *** ***
Standby Equipment
BA0301.1 Uninterrupted Power Supply (UPS) System; including
inverter sections, rectifier/charger sections,
battery banks, 4P automatic changeover switches,
static by-pass switches, UPS manual
by-pass switches, surge suppression devices,
interconnecting cables and all necessary
accessories; as shown on Drawing sum *** *** ***
BA0301.2 110V DC Charger c/w Ni-Cd batteries, associated
control wiring & components nr *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H3/1 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY H3 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Electrical Installation
Main and Sub-main Distribution
BA0401.1 MCCB Board, ▇▇▇▇, ▇ ▇▇▇, ▇▇▇ c/w incoming
breaker nr *** *** ***
BA0401.2 MCCB Board, ▇▇▇▇, ▇ ▇▇▇, ▇▇▇ c/w incoming
breaker nr *** *** ***
BA0401.3 MCCB unit, TP up to 63A nr *** *** ***
BA0401.4 MCB Board, ▇▇▇▇, ▇▇ ▇▇▇, ▇▇▇ c/w incoming
breaker nr *** *** ***
BA0401.5 MCB Board, ▇▇▇▇, ▇▇ ▇▇▇, ▇▇▇ c/w incoming
breaker nr *** *** ***
BA0401.6 MCB Board, ▇▇▇▇, ▇ ▇▇▇, ▇▇▇ c/w incoming
breaker nr *** *** ***
BA0401.7 MCB unit, SP, 10-32A nr *** *** ***
BA0401.8 MCB unit, SP, 32-63A nr *** *** ***
BA0401.9 MCB unit, ▇▇, ▇▇-▇▇▇ nr *** *** ***
BA0401.10 MCB unit, ▇▇, ▇▇-▇▇▇ nr *** *** ***
BA0401.ll ▇▇▇/▇▇▇ ▇▇▇▇▇▇▇▇ ▇▇▇▇, ▇▇, ▇▇▇ nr *** *** ***
BA0401.12 ▇▇▇/▇▇▇ ▇▇▇▇▇▇▇▇ ▇▇▇▇, ▇▇, ▇▇▇ nr *** *** ***
BA0401.13 RCD unit, 4P, 32A nr *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H3/2 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY H3 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Electrical Installation
LV Cables and Wirings including necessary fixing
Fire resistant XLPE/SWA/▇▇▇▇ Copper cables;
with copper conductors
Fixing to cable trays or ladders or other surfaces
BA0406.4 2-cores; 6 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.5 4-cores; 10 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.6 4-cores; 25 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.7 4-cores; 35 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.8 4-cores; 50 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.9 4-cores; 70 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.10 4-cores; 95 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.ll 4-cores; 120 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.12 4-cores; 150 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.13 4-cores; 185 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.14 4-cores; 240 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.15 4-cores; 400 mm2 m *** *** ***
Termination nr *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H3/3 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY H3 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Electrical Installation
XLPE/SWA/▇▇▇▇ Copper cables; with copper
conductors
Fixing to cable trays or ladders or other
surfaces
BA0406.18 4-cores; 25 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.19 4-cores; 35 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.20 4-cores; 50 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.21 4-cores; 70 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.22 4-cores; 95 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.23 4-cores; 120 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.24 4-cores; 150 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.25 4-cores; 185 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.26 4-cores; 240 mm2 m *** *** ***
Termination nr *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H3/4 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY H3 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Electrical Installation
Lighting and power
Final circuits in copper cables and conduits
BA0507.1 lighting points sum *** *** ***
BA0507.2 small power points for 13A socket outlet sum *** *** ***
BA0507.3 small power points for 13A FSU sum *** *** ***
Lighting fittings; complete with associated lamps
or tubes
BA0508.2 Fluorescent luminaries; 58W, twin tubes
Weather proof type nr *** *** ***
BA0508.3 Fluorescent luminaries; 36W, twin tubes
BA0508.4 Fluorescent luminaries;36W, twin tubes complete
with 2 hours maintained type battery and charger nr *** *** ***
BA0508.5 Low bay luminaries c/w control gears nr *** *** ***
BA0508.6 Flood light fitting c/w control gears nr *** *** ***
BA0508.7 EXIT signage
complete with 2 hours maintained type battery and
charger nr *** *** ***
BA0508.8 1m Lamp ploe c/w street lamp nr *** *** ***
BA0508.9 Wall mount external flood light to IP 65 nr *** *** ***
Accessories
BA0508.10 Lighting switches and socket outlets sum *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H3/5 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY H3 - WEST VENTILATION
BUILDING SERVICES, CABLING ETC. BROUGHT FORWARD ***
Electrical Installation
Earthing and Lightning Protection System
Earthing system c/w components and fixings
BA0809.1 Earth mat c/w earth rods for test electrode,
test link set *** *** ***
BA0809.2 50x6mm earth terminals and accessories sum *** *** ***
Lightning Protection System including components
and fixings
IBA0809.3 Airtermination network and down conductors sum *** *** ***
JBA0809.4 Lightning earth pit c/w earth rods and test link nr *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H3/6 Contract No.LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H3 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Electrical Installation
Trunking, Ducting, Cable Trays and Conduits
Hot dipped galvanised sheet steel cable trays
and fittings & support
BA1005.1 100mm wide m *** *** ***
BA1005.2 150mm wide m *** *** ***
BA1005.3 200mm wide m *** *** ***
BA1005.4 300mm wide m *** *** ***
BA1005.5 400mm wide m *** *** ***
BA1005.6 500mm wide m *** *** ***
BA1005.7 600mm wide m *** *** ***
BA1005.8 1000mm wide m *** *** ***
Hot dipped galvanised steel sheet truncking
and fittings; B.S. 4678; including all painting
BA1005.23 200 x 200 mm trunkings; 1 compartment m *** *** ***
BA1005.24 200 x 100 mm trunkings; 1 compartment m *** *** ***
BA1005.25 300 x 100 mm trunkings; 1 compartment m *** *** ***
BA1005.26 100 x 100 mm trunkings; 1 compartment m *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H3/7 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H3 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Electrical Installation
Sundries
Allow for the following and executing to the
satifaction of the Engineer
Provision of testing including integrated
testing, setting to work and commissioning
the complete Electrical System
BA1110.1 generally sum *** *** ***
Provision of mock-up as per specification
BA1110.2 generally sum *** *** ***
Training of Employer's staff as per
specification
BA1110.3 generally sum *** *** ***
Provision of plates, discs, labels, tags,
coloured stencil and painted bands for plant,
equipment, cables, switches and the like
BA1110.4 generally sum *** *** ***
Provision of fire stopping including internal
fire barriers to trunking, busbar trunking,
inside pipe sleeves etc. and the like
BA1110.5 generally sum *** *** ***
Provision of tools and special equipment for
operating and maintenance purposes as per
specification
BA1110.6 generally sum *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H3/8 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H3 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Electrical Installation
Sundries
Allow for the following and executing to the
satifaction of the Engineer
Preparation of all installation and
fabrication/shop drawings required and
distribution after review.
BA1110.7 generally sum *** *** ***
Preparation of design data required submission
and distribution after review
BA1110.8 generally sum *** *** ***
Preparation of builder's works drawings
required submission and distribution after
review
BA1110.9 generally sum *** *** ***
Preparation of "as built" record drawings as
specified
BA1110.10 generally sum *** *** ***
Provision of Operation & Maintenance Manuals
as specified
BA1110.11 generally sum *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H3/9 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H3 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Mechanical Installation
Ventilation System
Equipment and ancillaries
Ventilation fans; completed with all necessary
accessories and connections
Axail Fan (Total Pressure Within 500Pa)
BB0601.1 within 5.0m3/s nr *** *** ***
In-line Centrifugal Fan (Total Pressure Within
500Pa)
BB0601.6 within 1.0m3/s nr *** *** ***
In-line Mixed Flow Fan (Total Pressure Within
500Pa)
BB0601.7 within 1.0m3/s nr *** *** ***
BB0601.8 within 2.5m3/s nr *** *** ***
Galvanised steel sheet rectangular ducts and
fittings
Fixing to or suspending from soffit
BB0603.1 0.6-1.2m thick m2 *** *** ***
Fire Damper; Mild Steel: 2 hr Rating Complete
with Fusible Link
BB0604.1 up to 0.05 m2 nr *** *** ***
BB0604.2 from 0.05 m2 to 0.1 m2 nr *** *** ***
Volume Control Damper (Opposed Blade)
BB0605.1 up to 1.0 m2 nr *** *** ***
BB0605.2 from 1.0 m2 to 1.5 m2 nr *** *** ***
BB0605.3 from 1.5 m2 to 2.0 m2 nr *** *** ***
Air Grilles
BB0606.1 up to 1.0 m2 nr *** *** ***
BB0606.2 from 1.0 m2 to 1.5 m2 nr *** *** ***
BB0606.3 from 1.5 m2 to 2.0 m2 nr *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H3/10 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H3 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES. CABLING ETC.
Mechanical Installation
Staircase Pressurisatin System
Equipment and ancillaries
complete with one duty and one standby fan
(heat resistance), bypass damper, pressure
differential sensors, smoke probe, controls,
ductwork and accessories
BB0801.1 Air flow rate 12.0m3/s; 600Pa nr *** *** ***
BB0801.2 Air flow rate 16.0m3/s; 900Pa nr *** *** ***
Galvanised steel sheet rectangular ducts and
fittings
Fixing to or suspending from soffit
BB0801.3 0.6-1.2m thick m2 *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H3/11 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H3 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Mechanical Installation
Air Conditioning System
Equipment and ancillaries
Split Type Air-conditioning units; with
filters, insulation, drain pans, all necessary
accessories and connections
BB0703.1 below 15kW cooling capacity nr *** *** ***
Condensate Drain System complete with G.S Pipe,
Drain Pan, Fittings with Insulation, Support
and Connection to Drainage System
BB0703.2 up to 32mm diameter pipe m *** *** ***
Control systems: electrical and control for ECS
Equipment and ancillaries
ECS equipment control panel
BB1201.1 generally nr *** *** ***
Staircase pressurisation control panel &
Accessories
BB1201.2 generally nr *** *** ***
Allow for
Design, supply and installation of power
supply & control system from ECS equipment
control panel to ECS equipment
BB1201.3 generally sum *** *** ***
Design, supply and installation of interfacing
work or ECS and FS systems
BB1201.4 generally sum *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H3/12 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H3 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Mechanical Installation
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 ECS Installation
BB1909.1 generally sum *** *** ***
Provision of mock-up as per specification
BB1909.2 generally sum *** *** ***
Training of Employer's staff as per
specification
BB1909.3 generally sum *** *** ***
Provision of tools and special equipment for
operating and maintenance purposes as per
specification
BB1909.4 generally sum *** *** ***
Provision of plates, discs, labels, tags,
coloured stencil and painted bands for plant,
equipment, ancillaries, pipe and ducts, valves
and the like as specification
BB1909.5 generally sum *** *** ***
Providing fire stopping including internal fire
barriers to trunking, busbar trunking, inside
pipe sleeves etc. and the like
BB1909.6 generally sum *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H3/13 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H3 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Mechanical Installation
Sundries
Allow for the following and executing to the
satisfaction of the Engineer
Preparation of all installation and
fabrication/shop drawings required and
distribution after review
BB1909.7 generally sum *** *** ***
Preparation of design data required submission
and distribution after review
BB1909.8 generally sum *** *** ***
Preparation of builder's works drawing required
submission and distribution after review
BB1909.9 generally sum *** *** ***
Preparation of "as built" record drawings as
specified
BB1909.10 generally sum *** *** ***
Provision of Operation & Maintenance
Manuals as specified
BB1910.11 generally sum *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H3/14 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H3 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Fire Services Installation
Total Flooding System
Equipment and ancillaries
BB1605.1 FM200 control panels; including batteries and
chargers and automatic/manual lock off units nr *** *** ***
BB1605.2 Gas cylinders to B.S. 5045; including gas,
automatic pressure release device, gas valve/
actuator, pressure gauge, flexible hose, check
valve, safety latches, dischange nozzle and all
necessary accessories nr *** *** ***
Seamless carbon steel pipes and fitting
BB1605.3 65mm diameter m *** *** ***
BB1605.4 50mm diameter m *** *** ***
BB1605.5 40mm diameter m *** *** ***
BB1605.6 25mm diameter m *** *** ***
BB1605.7 20mm diameter m *** *** ***
Printing
BB1605.8 preparing; priming; finish coats on carbon
steel works; to pipe and tubing sum *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H3/15 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H3 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Fire Services Installation
Fire Hydrant and Hosereel System
Equipment and ancillaries
pumps
BB1602.1 900 l/min at 650kPa nr *** *** ***
BB1602.2 30 1/min at 750kPa nr *** *** ***
BB1602.3 pump control panel included associated
electrical works set *** *** ***
Galvanised steel pipes and fitting
BB1602.4 25mm diameter m *** *** ***
BB1602.6 100mm diameter m *** *** ***
In-line equipment
BB1602.7 Hose reels nr *** *** ***
BB1602.8 fire hydrant nr *** *** ***
BB1602.9 fire hydrant twin inlet c/w non return valve nr *** *** ***
Gate valve
BB1602.10 150mm diameter nr *** *** ***
Check valve
BB1602.11 150mm diameter nr *** *** ***
Stainer
BB1602.12 150mm diameter nr *** *** ***
Flexible connector
BB1602.13 150mm diameter nr *** *** ***
Ball float valve
BB1602.14 100mm diameter nr *** *** ***
Vortex inhibitor
BB1602.15 150mm diameter nr *** *** ***
Puddle flange
BB1602.16 150mm diameter nr *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H3/16 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H3 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Fire Services Installation
Fire Hydrant and Hosereel System (Cont.)
BB1602.17 level float switch controller set *** *** ***
BB1602.18 pressure gauge c/w gate valve nr *** *** ***
BB1602.19 pressure switch c/w accessories nr *** *** ***
BB1602.20 check meter position set *** *** ***
BB1602.21 water tank accessories included vent pipe,
drain pipe, overflow c/w warning pipe set *** *** ***
BB1602.22 automatic air vent nr *** *** ***
Painting
BB1602.23 Preparing; priming; finish coats on galvanised
metal works; to pipe and tubing sum *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H3/17 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H3 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Fire Services Installation
Street Hydrant System
Equipment and ancillaries
pumps
BB1603.1 4000 l/min at 650kPa nr *** *** ***
BB1603.2 30 l/min at 700kPa nr *** *** ***
BB1603.3 pump control panel included associated
electrical works set *** *** ***
Ductile iron pipe to BS EN 545 class K12 with
cement lining inside and bitumen and zinc
coated outside c/w fitting, hanger, support,
painting and accessories etc
BB1603.4 200mm diameter m *** *** ***
Galvanised steel pipes and fitting
BB1603.5 150mm diameter m *** *** ***
In-line equipment
BB1603.6 street hydrant nr *** *** ***
Underground gate valve
BB1603.7 150mm diameter nr *** *** ***
Gate valve
BB1603.8 200mm diameter nr *** *** ***
Check valve
BB1603.9 200mm diameter nr *** *** ***
Stainer
BB1603.10 200mm diameter nr *** *** ***
Flexible connector
BB1603.11 200mm diameter nr *** *** ***
Ball float value
BB1603.12 150mm diameter nr *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H3/18 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H3 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Fire Services Installation
Street Hydrant System (Cont.)
Vortex inhibitor
BB1603.13 200mm diameter nr *** *** ***
Puddle flange
BB1603.14 200mm diameter nr *** *** ***
BB1603.15 level float switch controller set *** *** ***
BB1603.16 pressure gauge c/w gate valve nr *** *** ***
BB1603.17 pressure switch c/w accessories nr *** *** ***
BB1603.18 check meter position set *** *** ***
BB1603.19 water tank accessories included vent pipe,
drain pipe, overflow c/w warning pipe set *** *** ***
BB1603.20 automatic air vent nr *** *** ***
Painting
BB1603.21 Preparing; priming; finish coats on galvanised
metal works; to pipe and tubing sum *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H3/19 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H3 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Fire Services Installation
Fire Alarm and Detection System
BB1604.1 analogue addressable fire control panel set *** *** ***
BB1604.2 pump and tank status display c/w 80 LED set *** *** ***
BB1604.3 battery, charger and accessories set *** *** ***
BB1604.4 smoke / heat detector nr *** *** ***
BB1604.5 monitor / control module nr *** *** ***
Alarm ▇▇▇▇
BB1604.6 150mm diameter nr *** *** ***
BB1604.7 250mm diameter nr *** *** ***
BB1604.8 break glass unit nr *** *** ***
BB1604.9 24V D.C. dry contract for interfacing with
other system nr *** *** ***
BB1604.10 G.I. Conduit / trunking c/w support and
accessories sum *** *** ***
surface conduit
conceal conduit
flexible conduit
trunking
BB1604.11 direct telephone line to FSCC c/w alarm
transmitter, relays, accessories, and first year
rental charge sum *** *** ***
BB1604.12 1/c 1.5mm/2/ PVC LSOH copper cable sum *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H3/20 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H3 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Fire Services Installation
Sprinkler System
Equipment and ancillaries
Pumps
BB1601.1 2700 1/min at 200kPa nr *** *** ***
BB1601.2 30 1/min at 550kPa nr *** *** ***
BB1601.3 pump control panel included associated electrical
works set *** *** ***
Ductile iron pipe to BS EN 545 class K12 with
cement lining inside and bitumen and zinc
coated outside c/w fitting, hanger, support,
painting and accessories etc
BB1601.4 200mm diameter m *** *** ***
Galvanised steel pipes and fitting
BB1601.5 150mm diameter m *** *** ***
BB1601.6 100mm diameter m *** *** ***
BB1601.7 80mm diameter m *** *** ***
BB1601.8 65mm diameter m *** *** ***
BB1601.9 50mm diameter m *** *** ***
BB1601.10 40mm diameter m *** *** ***
BB1601.11 32mm diameter m *** *** ***
BB1601.12 25mm diameter m *** *** ***
BB1601.13 20mm diameter m *** *** ***
BB1601.14 15mm diameter m *** *** ***
Sprinkler control valve set c/w water motor
alarm gong, by-pass facility and associated
accessories etc.
BB1601.15 150 diameter set *** *** ***
Flow switch
BB1601.16 100mm diameter nr *** *** ***
Subsidiary valve
BB1601.17 100mm diameter nr *** *** ***
BB1601.18 sprinkler twin inlet c/w non return valve nr *** *** ***
BB1601.19 sprinkler head 68 deg.C conventional type nr *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H3/21 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H3 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Fire Services Installation
Sprinkler System (con't)
Gate valve c/w monitoring micro-switch
BB1601.20 200mm diameter nr *** *** ***
BB1601.21 150mm diameter nr *** *** ***
Check valve
BB1601.22 150mm diameter nr *** *** ***
Stainer
BB1601.23 150mm diameter nr *** *** ***
Flexible connector
BB1601.24 150mm diameter nr *** *** ***
Ball float valve
BB1601.25 150mm diameter nr *** *** ***
Vortex inhibitor
BB1601.26 200mm diameter nr *** *** ***
Puddle flange
BB1601.27 200mm diameter nr *** *** ***
Direct reading flow meter
BB1601.28 150mm diameter nr *** *** ***
BB1601.29 level float switch controller set *** *** ***
BB1601.30 pressure gauge c/w gate valve nr *** *** ***
BB1601.31 pressure switch c/w accessories nr *** *** ***
BB1601.32 check meter position set *** *** ***
BB1601.33 water tank accessories included vent pipe, drain
pipe, overflow c/w warning pipe set *** *** ***
BB1601.34 automatic air vent nr *** *** ***
Painting
BB1601.35 Preparing; priming; finish coats on galvanised
metal works; to pipe and tubing sum *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H3/22 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H3 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Fire Services Installation
Sundries
Portable fire equipment
BB1606.1 4.5 kg carbon dioxide nr *** *** ***
Allow for the following and executing to the
satifaction of the Engineer
Provision of testing, including integrated
testing, setting to work and commissioning the
complete Fire Service Installation
BB1609.1 generally sum *** *** ***
Provision of mock-up as per specification
BB1609.2 generally sum *** *** ***
Traning of Employer's staff as per specification
BB1609.3 generally sum *** *** ***
Providong of plates, discs, labels, tags,
coloured stencil and painted bands for plant,
equipment, ancillaries, pipe and ducts, valves
and the like
BB1609.4 generally sum *** *** ***
Providing fire stopping including internal fire
barriers to truncking, busbar trunking, inside
pipe sleeves etc. and the like
BB1609.5 generally sum *** *** ***
Provision of tools and special equipment for
operating and maintenance purposes as per
specification
BB1609.6 generally sum *** *** ***
Preparation of all installation and
fabrication/shop drawings required and
distribution after review
BB1609.7 generally sum *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H3/23 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H3 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Fire Services Installation
Sundries
Allow for the following and executing to the
satifaction of the Engineer (Cont'd)
Preparation of design data required submission
and distribution after review
BB1609.8 generally sum *** *** ***
Preparation of builder's works drawing required
submission and distribution after review
BB1609.9 generally sum *** *** ***
Preparation of "as built" record drawing
drawing as specified
BB160.10 generally sum *** *** ***
Provision of operation & maintenance manual
as specified
BB160.11 generally sum *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H3/24 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H3 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Plumbing and Drainage Installation
Plumbing System
Plastic coated copper tube to BSEN 1057:1996
and plastic to BS 3412 c/w fitting, hanger,
support, and accessories etc
BC0702.1 40 mm diameter m *** *** ***
BC0702.2 20 mm diameter m *** *** ***
Ductile iron pipe to BSEN 545 c/w fitting,
hanger, support, and accessories etc
BC0702.3 67 mm diameter m *** *** ***
BC0702.4 80 mm diameter m *** *** ***
BC0702.5 Valve & accessories sum *** *** ***
Fibre-glass Reinforced PVC (FRP) water tank
including accessories of vent pipe, drain pipe,
overflow etc
BC0701.4 500 Litre nr *** *** ***
BC0701.5 1500 Litre nr *** *** ***
BC0701.6 Water meter including associated accessories nr *** *** ***
BC0701.7 pump control panel included associated electrical
works set *** *** ***
BC0701.8 Water pump c/w control panel, float switch
and accessories nr *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H3/25 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H3 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Plumbing and Drainage Installation
Drainage system
Ductile iron pipe c/w fitting, support and
accessories to BSEN 598
BC0305.1 100mm diameter m *** *** ***
PVC pipe c/w fitting, support and accessories
to BS 5255
BC0305.2 50 mm diameter m *** *** ***
Rainwater Outlet c/w accessories
BC0305.3 100mm diameter nr *** *** ***
Floor drain c/w accessories
BC0305.4 100 mm diameter nr *** *** ***
BC0305.5 Sanitary ▇▇▇▇ sum *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H3/26 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H3 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Plumbing and Drainage Installation
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 ECS Installation
BC1309.1 generally sum *** *** ***
Provision of mock-up as per specification
BC1309.2 generally sum *** *** ***
Training of Employer's staff as per
specification
BC1309.3 generally sum *** *** ***
Provision of tools and special equipment for
operating and maintenance purposes as per
specification
BC1309.4 generally sum *** *** ***
Provision of plates, discs, labels, tags,
coloured stencil and painted bands for plant,
equipment, ancillaries, pipe and ducts, valves
and the like as specification
BC1309.5 generally sum *** *** ***
Providing fire stopping including internal fire
barriers to trunking, busbar trunking, inside
pipe sleeves etc. and the like
BC1309.6 generally sum *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H3/27 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H3 - WEST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Plumbing and Drainage Installation
Allow for the following and executing to the
satisfaction of the Engineer
Preparation of all installation and
fabrication/shop drawings required and
distribution after review
BC1309.7 generally sum *** *** ***
Preparation of design data required submission
and distribution after review
BC1309.8 generally sum *** *** ***
Preparation of builder's works drawing required
submission and distribution after review
BC1309.9 generally sum *** *** ***
Prepartion of "as built" record drawings as
specified
BC1309.10 generally sum *** *** ***
Provision of Operation & Maintenance Manuals as
specified
BC1309.11 generally sum *** *** ***
----------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY H3 TO ACTIVITY 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]
9 August 2002 Page H3/28 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - EAST VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H4 - EAST VENTILATION
BUILDING STRUCTURE AND CIVIL WORKS
In-situ Concrete
Provision of concrete of designed mix
F243 Class: 20/20; concrete category C temperature
requirements m3 *** *** ***
F283.1 Class: 40/20; concrete category A temperature
requirements m3 *** *** ***
F283.2 Class: 40/20; concrete category B temperature
requirements m3 *** *** ***
F293 Class: 45/20; concrete category B temperature
requirements m3 *** *** ***
Placing of reinforced concrete
F511 Blinding layer thickness : not exceeding 150mm m3 *** *** ***
F624 Base and ground slab thickness : exceeding 500mm m3 *** *** ***
F632 Suspended slabs thickness: 150-300mm m3 *** *** ***
F634 Suspended slabs thickness: exceeding 500mm m3 *** *** ***
F642 Wall thickness: 150 - 300mm m3 *** *** ***
F643 Wall thickness: 300 - 500mm m3 *** *** ***
F644 Wall thickness: exceeding 500mm m3 *** *** ***
F653 Columns and piers; cross-sectional area;
0.1 - 0.25 m2 m3 *** *** ***
F664 Beam cross-sectional area : 0.25 - 1 m2 m3 *** *** ***
Other concrete forms
F680 Steps and stairs m3 *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H4/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - EAST VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H4 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING STRUCTURE AND CIVIL WORKS
Formwork; formed surfaces F2
G344 Vertical; width 0.4-1.22m m2 *** *** ***
G345 Vertical; width exceeding 1.22m m2 *** *** ***
G325 Horizontal; sloping width exceeding 1.22m m2 *** *** ***
▇▇▇▇ ▇▇▇▇▇▇▇▇; width exceeding 1.22m m2 *** *** ***
Formwork; formed surfaces F4
G315 Horizontal width exceeding 1.22m m2 *** *** ***
G325 Horizontal; sloping width exceeding 1.22m m2 *** *** ***
G342 Vertical; width 0.1 - 0.2 m *** *** ***
G345 Vertical width exceeding 1.22m m2 *** *** ***
Formwork F4; for concrete components of
constant cross-section
G381.1 beams; 400 x 700 mm m *** *** ***
G381.2 beams; 600 x 1000 mm m *** *** ***
G381.3 beams; 600 x 1200 mm m *** *** ***
G381.4 beams; 1000 x 700 mm m *** *** ***
G381.5 beams; 700 x 700 mm m *** *** ***
G382.1 columns; 350 x 350 mm m *** *** ***
G382.2 columns; 500 x 500 mm m *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H4/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - EAST VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H4 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING STRUCTURE AND CIVIL WORKS
Reinforcement
G520 High yield steel bar reinforcement t *** *** ***
Concrete Ancillaries
Concrete accessories
G815 Finishing of top surfaces; unformed surface U3 m2 *** *** ***
Builder's works
G901 Builder's works in connection with building
services sum *** *** ***
Temporary works
A350 Temporary works sum *** *** ***
----------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY H4 TO COST CENTRE 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]
9 August 2002 Page H4/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDING
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H5 - EAST VENTILATION
BUILDING CIVIL FINISHING WORKS
ROOF FINISH
Roof tiling
AA111.1 concrete tiles 300mm x 300mm including 50 mm
semi-dry cement and bedding; upper surfaces
inclined at an angle not exceeding 30 degree to
the horizontal m2 *** *** ***
AA111.2 Extra over for forming 200 mm wide surface
drainage channel m *** *** ***
Insulation
W490 50mm CFC free insulation board lay on top of
waterproofing membrane m2 *** *** ***
Waterproof Membrane
W331 2 layers of single skin waterproofing membrane m2 *** *** ***
Screed
W441.1 25mm thick cement sand screed to receive
waterproofing membrane; including 25 x 25 mm
cement sand fillet m2 *** *** ***
Tank Waterproofing
Waterproof polymer modified cementitious
coating
W441.2 Floor to tank m2 *** *** ***
W441.3 Wall to tank m2 *** *** ***
W441.4 Ceiling to tank m2 *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H5/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDING
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H5 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING CIVIL FINISHING WORKS
Metal Doors and Frames
Galvanised mild steel doors; with pressed metal
door frame, with paint finish
Proprietary two hours fire rated doors and
frames
AE110.1 single leaf size 1.0m x 2.2m high nr *** *** ***
AE110.2 double leaves size 2.0m x 2.2m high nr *** *** ***
Proprietary one hours fire rated doors and
frames
AE110.3 single leaf size 1.0m x 2.2m high nr *** *** ***
External Metal Doors and Frames
Stainless steel doors with stainless steel
frame, selected colour paint system
AE110.4 single leaf size 1.0m x 2.2m high nr *** *** ***
AE110.5 double leaves size 2.0m x 2.2m high nr *** *** ***
AE110.6 double leaves size 3.0m x 4.5m high nr *** *** ***
Manufactured stainless steel door; w/stainless
steel frame; for TX Room, selected colour paint
finish
AE110.7 single leaf size 1.0m x 3m high nr *** *** ***
AE110.8 double leaves size 2.0m x 3m high nr *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H5/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDING
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H5 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING CIVIL FINISHING WORKS
Metal Shutters, Windows and Louvres
Louvres
AF399.1 Aluminum weatherproof louvre overall size 6.0m
x 3m high nr *** *** ***
AF399.2 Aluminum weatherproof louvre overall size 6.0m
x 4m high nr *** *** ***
AF399.3 Aluminum weatherproof louvre L shape overall
size (3m + 1.5m) x 3m nr *** *** ***
AF399.4 Stainless steel weatherproof louvre overall
size 1.5m x 1.0m high nr *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H5/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDING
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H5 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING CIVIL FINISHING WORKS
Specialist Architectural Metalwork
AH100 Proprietary anodized aluminmum with gas lift
access hatch door for roof access nr *** *** ***
AH999.01 GMS Cat ladder; comply with BS4211, 1994 and
BS5395 part 3, 1985 m *** *** ***
AH999.02 S.S. Cat ladder; comply with BS4211, 1994 and
BS5395 part 3, 1985 to tanks m *** *** ***
AH999.03 50mm Diameter (Type 1) galvanized mild steel
handrails and including all fixing plate and
end cap, with paint finish m *** *** ***
AH999.04 60mm Diameter (Type 2) galvanized mild steel
handrails and including all fixing plate and
end cap, with paint finish m *** *** ***
AH999.05 Galvanized mild steel balustrade (Type 2) with
and including paint finish m *** *** ***
AH999.06 Lifting beam m *** *** ***
AH999.07 1.2 m Wide galvanized access walkway with
balustrade on both side including painted
finish m *** *** ***
AH999.08 Illuminated exit sign nr *** *** ***
AH999.09 Stainless steel access hatch to tanks nr *** *** ***
AH999.10 4.0 x 4.0 m galvanised mild steel grating
including necessary framing nr *** *** ***
AH999.11 5.0 x 5.0 m galvanised mild steel grill panel
including necessary framing nr *** *** ***
AH999.12 Other statutory sign sum *** *** ***
AH999.13 Provision of mansafe protection to nozzle and
shaft in connection with tunnel sum *** *** ***
AH999.14 Galvanized metal steel chequer plate flooring
for TX room, including all supporting frame m2 *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H5/4 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDING
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H5 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING CIVIL FINISHING WORKS
Specialist Architectural Metalwork (cont'd)
AH999.15 GMS framework for supporting the oversize
aluminum louvre; total 132m2 kg *** *** ***
Plastering and Tiling
Floors
AJ240.1 granolithic screed floated and sealed m2 *** *** ***
Skirtings, ▇▇▇▇▇, channels, wall strings, open
strings, curb strings, cornices, mouldings
and the like
AJ240.2 granolithic screed floated and sealed m *** *** ***
Stairs and steps
AJ240.3 granolithic screed floated and sealed to
landing m2 *** *** ***
AJ240.4 granolithic screed floated and sealed to tread
and riser m2 *** *** ***
AJ240.5 ceramic nosing tile to concrete stair m *** *** ***
Tiling
AJ240.6 non slip homogenous tile with and including
waterproof cement sand bedding to toilet m2 *** *** ***
Walls
Tiling
AJ240.7 glazed ceramic wall tile with and including
waterproof cement sand render to toilet m2 *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H5/5 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDING
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H5 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING CIVIL FINISHING WORKS
EXTERNAL FINISH
Walls and columns
AJ119.1 15 mm cement and sand render to receive ceramic
tiles m2 *** *** ***
AJ119.2 ditto to parpet wall m2 *** *** ***
Tiling
Walls and columns
AK130.1 Glazed ceramic tiles 45mm x 95mm x 6mm thick
bedded with adhesive and grouted with colour
grout m2 *** *** ***
AK130.2 ditto to parpet wall m2 *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H5/6 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDING
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H5 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING CIVIL FINISHING WORKS
ARCHITECTURAL COATINGS AND SPECIAL FINISHES
Epoxy Paint to floor
AT932.1 To granolithic screed to floor m2 *** *** ***
AT932.2 To granolithic base 100 mm high m *** *** ***
Epoxy Paint to wall
AT933.1 To F4 concrete wall m2 *** *** ***
Emulsion Paint to ceiling
AT933.2 To F4 concrete soffit and beams m2 *** *** ***
AT933.3 To F4 sloped concrete soffit and beams m2 *** *** ***
AT933.4 To F4 concrete soffit and beams and sealed m2 *** *** ***
Epoxy Paint acid resisted to floor
AT932.3 To granolithic screed to floor m2 *** *** ***
AT932.4 To granolithic base 100 mm high m *** *** ***
Emulsion Paint to F4 concrete wall
AT933.5 To F4 concrete wall m2 *** *** ***
AT933.6 To F4 concrete wall of staircase m2 *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H5/7 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDING
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H5 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING CIVIL FINISHING WORKS
Supply and fix the following ironmongeries
Z341 Stainless steel ball bearing butt hinge with
non-removable pin nr *** *** ***
Z342 Overhead door closer with back check and
built-in pressure relief valve, with S.S. cover nr *** *** ***
Z349.1 Gravity type door coordinator nr *** *** ***
Z343 Mortise storeroom lock with s.s. lever handle
on escutcheon plate and materkeyed nr *** *** ***
Z349.2 Stainless steel exit device with mortise latch,
with s.s. handle and cylinder outside and
materkeyed nr *** *** ***
Z346.1 Stainless steel push plate, 100x300x1.5mm thick nr *** *** ***
Z346.2 Stainless steel push plate, 700x300x1.5mm thick nr *** *** ***
Z346.3 Stainless steel kick plate, 800x200x1.5mm thick nr *** *** ***
Z349.3 Door stop nr *** *** ***
Z344 Top & bottom manual flush bolt with 300mm
extension rod nr *** *** ***
Z349.4 Surface mounted door bottom seal with EPDM
sponge, clear anodised aluminum housing nr *** *** ***
----------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY H5 TO COST CENTRE 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]
9 August 2002 Page H5/8 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H6 - EAST VENTILATION
BUILDING SERVICES, CABLING ETC.
Electrical Installation
Incoming Services
Equipment and ancillaries
BA0201.1 LV Switchboards; including all necessary
switchgears, power factor improvement equipment
and accessories. nr *** *** ***
Standby Equipment
BA0301.1 Uninterrupted Power Supply (UPS) System;
including inverter sections, rectifier/charger
sections, battery banks, 4P automatic changeover
switches, static by-pass switches, UPS manual
by-pass switches, surge suppression devices,
interconnecting cables and all necessary
accessories; as shown on Drawing sum *** *** ***
BA0301.2 110V DC Charger c/w Ni-Cd batteries, associated
control wiring & components nr *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H6/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H6 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Electrical Installation
Main and Sub-main Distribution
BA0401.1 MCCB Board, ▇▇▇▇, ▇ ▇▇▇, ▇▇▇ ▇/▇ ▇▇▇▇▇▇▇▇
▇▇▇▇▇▇▇ ▇▇ - - -
▇▇▇▇▇▇.▇ MCCB Board, ▇▇▇▇, ▇ ▇▇▇, ▇▇▇ c/w incoming
breaker nr *** *** ***
BA0401.3 MCCB unit, TP up to 63A nr *** *** ***
BA0401.4 MCB Board, ▇▇▇▇, ▇▇ ▇▇▇, ▇▇▇ c/w incoming
breaker nr *** *** ***
BA0401.5 MCB Board, ▇▇▇▇, ▇▇ ▇▇▇, ▇▇▇ c/w incoming
breaker nr *** *** ***
BA0401.6 MCB Board, ▇▇▇▇, ▇ ▇▇▇, ▇▇▇ c/w incoming
breaker nr *** *** ***
BA0401.7 MCB unit, SP, 10-32A nr *** *** ***
BA0401.8 MCB unit, SP, 32-63A nr *** *** ***
BA0401.9 MCB unit, ▇▇, ▇▇-▇▇▇ nr *** *** ***
BA0401.10 MCB unit, ▇▇, ▇▇-▇▇▇ nr *** *** ***
BA0401.11 ▇▇▇/▇▇▇ ▇▇▇▇▇▇▇▇ ▇▇▇▇, ▇▇, ▇▇▇ nr *** *** ***
BA0401.12 ▇▇▇/▇▇▇ ▇▇▇▇▇▇▇▇ ▇▇▇▇, ▇▇, ▇▇▇ nr *** *** ***
BA0401.13 RCD unit, 4P, 32A nr *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H6/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H6 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Electrical Installation
LV Cables and Wirings including necessary
Fixing
Fire resistant XLPE/SWA/▇▇▇▇ Copper cables;
with copper conductors
Fixing to cable trays or ladders or other
surfaces
BA0406.4 2-cores; 6 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.5 4-cores; 10 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.6 4-cores; 25 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.7 4-cores; 35 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.8 4-cores; 50 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.9 4-cores; 70 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.10 4-cores; 95 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.ll 4-cores; 120 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.12 4-cores; 150 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.13 4-cores; 185 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.14 4-cores; 240 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.15 4-cores; 400 mm2 m *** *** ***
Termination nr *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H6/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H6 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Electrical Installation
XLPE/SWA/▇▇▇▇ Copper cables; with copper
conductors
Fixing to cable trays or ladders or other
surfaces
BA0406.18 4-cores; 25 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.19 4-cores; 35 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.20 4-cores; 50 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.21 4-cores; 70 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.22 4-cores; 95 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.23 4-cores; 120 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.24 4-cores; 150 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.25 4-cores; 185 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.26 4-cores; 240 mm2 m *** *** ***
Termination nr *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H6/4 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H6 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Electrical Installation
Lighting and power
Final circuits in copper cables and conduits
BA0507.1 lighting points sum *** *** ***
BA0507.2 small power points for 13A socket outlet sum *** *** ***
BA0507.3 small power points for 13A FSU sum *** *** ***
Lighting fittings; complete with associated
lamps or tubes
BA0508.2 Fluorescent luminaries; 58W, twin tubes
weather proof type nr *** *** ***
BA0508.3 Fluorescent luminaries; 36W, twin tubes nr *** *** ***
BA0508.4 Fluorescent luminaries; 36W, twin tubes
complete with 2 hours maintained type battery
and charger nr *** *** ***
BA0508.5 Low bay luminaries c/w control gears nr *** *** ***
BA0508.6 Flood light fitting c/w control gears nr *** *** ***
BA0508.7 EXIT signage
complete with 2 hours maintained type battery
and charger nr *** *** ***
BA0508.8 8m Lamp ploe c/w street lamp nr *** *** ***
BA0508.9 Wall mount external flood light to IP 65 nr *** *** ***
Accessories
BA0508.10 Lighting switches and socket outlets sum *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H6/5 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H6 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Electrical Installation
Earthing and Lightning Protection System
Earthing system c/w components and fixings
BA0809.1 Earth mat c/w earth rods for test electrode,
test link set *** *** ***
BA0809.2 50x6mm earth terminals and accessories sum *** *** ***
Lightning Protection System including
components and fixings
BA0809.3 Airtermination network and down conductors sum *** *** ***
BA0809.4 Lightning earth pit c/w earth rods and test
link nr *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H6/6 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H6 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Electrical Installation
Trunking, Ducting, Cable Trays and Conduits
Hot dipped galvanised sheet steel cable trays
and fittings & support
BA1005.1 100mm wide m *** *** ***
BA1005.2 150mm wide m *** *** ***
BA1005.3 200mm wide m *** *** ***
BA1005.4 300mm wide m *** *** ***
BA1005.5 400mm wide m *** *** ***
BA1005.6 500mm wide m *** *** ***
BA1005.7 600mm wide m *** *** ***
BA1005.8 1000mm wide m *** *** ***
Hot dipped galvanised steel sheet truncking
and fittings: B.S. 4678; including all painting
BA1005.23 200 x 200 mm trunkings; 1 compartment m *** *** ***
BA1005.24 200 x 100 mm trunkings; 1 compartment m *** *** ***
BA1005.25 300 x 100 mm trunkings; 1 compartment m *** *** ***
BA1005.26 100 x 100 mm trunkings; 1 compartment m *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H6/7 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H6 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Electrical Installation
Sundries
Allow for the following and executing to the
satifaction of the Engineer
Provision of testing including integrated
testing, setting to work and commissioning the
complete Electrical System
BA1110.1 generally sum *** *** ***
Provision of mock-up as per specification
BA1110.2 generally sum *** *** ***
Training of Employer's staff as per
specification
BA1110.3 generally sum *** *** ***
Provision of plates, discs, labels, tags,
coloured stencil and painted bands for plant,
equipment, cables, switches and the like
BA1110.4 generally sum *** *** ***
Provision of fire stopping including internal
fire barriers to trunking, busbar trunking,
inside pipe sleeves etc. and the like
BA1110.5 generally sum *** *** ***
Provision of tools and special equipment for
operating and maintenance purposes as per
specification
BA1110.6 generally sum *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H6/8 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H6 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Electrical Installation
Sundries
Allow for the following and executing to the
satifaction of the Engineer
Preparation of all installation and
fabrication/shop drawings required and
distribution after review.
BA1110.7 generally sum *** *** ***
Preparation of design data required submission
and distribution after review
BA1110.8 generally sum *** *** ***
Preparation of builder's works drawings
required submission and distribution after
review
BA1110.9 generally sum *** *** ***
Preparation of "as built" record drawings as
specified
BA1110.10 generally sum *** *** ***
Provision of Operation & Maintenance Manuals
as specified
BA1110.11 generally sum *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H6/9 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H6 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Mechanical Installation
Ventilation System
Equipment and ancillaries
Ventilation fans; completed with all necessary
accessories and connections
Axail Fan (Total Pressure Within 500Pa)
BB0601.1 within 5.0m3/s nr *** *** ***
In-line Centrifugal Fan (Total Pressure Within
500Pa)
BB0601.6 within 1.0m3/s nr *** *** ***
In-line Mixed Flow Fan (Total Pressure Within
500Pa)
BB0601.7 within 1.0m3/s nr *** *** ***
BB0601.8 within 2.5m3/s nr *** *** ***
Galvanised steel sheet rectangular ducts and
fittings
Fixing to or suspending from soffit
BB0603.1 0.6-1.2m thick m2 *** *** ***
Fire Damper: Mild Steel: 2 hr Rating Complete
with Fusible Link
BB0604.1 up to 0.05 m2 nr *** *** ***
BB0604.2 from 0.05 m2 to 0.1 m2 nr *** *** ***
Volume Control Damper (Opposed Blade)
BB0605.1 up to 1.0 m2 nr *** *** ***
BB0605.2 from 1.0 m2 to 1.5 m2 nr *** *** ***
BB0605.3 from 1.5 m2 to 2.0 m2 nr *** *** ***
Air Grilles
BB0606.1 up to 1.0 m2 nr *** *** ***
BB0606.2 from 1.0 m2 to 1.5 m2 nr *** *** ***
BB0606.3 from 1.5 m2 to 2.0 m2 nr *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H6/10 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H6 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Mechanical Installation
Staircase Pressurisation System
Equipment and ancillaries
complete with one duty and one standby fan
(heat resistance), bypass damper, pressure
differential sensors, smoke probe, controls,
ductwork and accessories
BB0801.1 Air flow rate 12.0m3/s; 600Pa nr *** *** ***
BB0801.2 Air flow rate 16.0m3/s; 900Pa nr *** *** ***
Galvanised steel sheet rectangular ducts and
fittings
BB0801.3 Fixing to or suspending from soffit
0.6-1.2m thick m2 *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H6/11 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H6 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Mechanical System
Air Conditioning Systems
Equipment and ancillaries
Split Type Air-conditioning units; with filters,
insulation, drain pans, all necessary
accessories and connections
BB0703.1 below 15kW cooling capacity nr *** *** ***
Condensate Drain System complete with G.S Pipe,
Drain Pan, Fittings with Insulation, Support
and Connection to Drainage System
BB0703.2 up to 32mm diameter pipe m *** *** ***
Control systems : electrical and control for
ECS
Equipment and ancillaries
ECS equipment control panel
BB1201.1 generally nr *** *** ***
Staircase pressurisation control panel &
Accessories
BB1201.2 generally nr *** *** ***
Allow for
Design, supply and installation of power supply
& control system from ECS equipment control
panel to ECS equipment
BB1201.3 generally sum *** *** ***
Design, supply and installation of interfacing
work or ECS and FS systems
BB1201.4 generally sum *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H6/12 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H6 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Mechanical Installation
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 ECS Installation
BB1909.1 generally sum *** *** ***
Provision of mock-up as per specification
BB1909.2 generally sum *** *** ***
Training of Employer's staff as per
specification
BB1909.3 generally sum *** *** ***
Provision of tools and special equipment for
operating and maintenance purposes as per
specification
BB1909.4 generally sum *** *** ***
Provision of plates, discs, labels, tags, coloured
stencil and painted bands for plant, equipment,
ancillaries, pipe and ducts, valves and the like
as specification
BB1909.5 generally sum *** *** ***
Providing fire stopping including internal fire
barriers to trunking, busbar trunking, inside
pipe sleeves etc. and the like
BB1909.6 generally sum *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H6/13 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H6 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Sundries
Allow for the following and executing to the
satisfaction of the Engineer
Preparation of all installation and
fabrication/shop drawings required and
distribution after review
BB1909.7 generally sum *** *** ***
Preparation of design data required submission
and distribution after review
BB1909.8 generally sum *** *** ***
Preparation of builder's works drawing required
submission and distribution after review
BB1909.9 generally sum *** *** ***
Prepartion of "as built" record drawings as
specified
BB1909.10 generally sum *** *** ***
Provision of Operation & Maintenance
Manuals as specified
BB1910.11 generally sum *** *** ***
---------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H6/14 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H6 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Fire Services Installation
Total Flooding System
Equipment and ancillaries
BB1605.1 FM200 control panels; including batteries and
chargers and automatic/manual lock off units nr *** *** ***
BB1605.2 Gas cylinders to B.S. 5045; including gas,
automatic pressure release device, gas valve/
actuator, pressure gauge, flexible hose, check
valve, safety latches, dischange nozzle and all
necessary accessories nr *** *** ***
Seamless carbon steel pipes and fitting
BB1605.3 65mm diameter m *** *** ***
BB1605.4 50mm diameter m *** *** ***
BB1605.5 40mm diameter m *** *** ***
BB1605.6 25mm diameter m *** *** ***
BB1605.7 20mm diameter m *** *** ***
Printing
BB1605.8 preparing; priming; finish coats on carbon
steel works; to pipe and tubing sum *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H6/15 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H6 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Fire Services Installation
Fire Hydrant and Hosereel System
Equipment and ancillaries
pumps
BB1602.1 900 1/min at 650kPa nr *** *** ***
BB1602.2 30 1/min at 750kPa nr *** *** ***
BB1602.3 pump control panel included associated
electrical works set *** *** ***
Galvanised steel pipes and fitting
BB1602.4 25mm diameter m *** *** ***
BB1602.6 100mm diameter m *** *** ***
In-line equipment
BB1602.7 Hose reels nr *** *** ***
BB1602.8 fire hydrant nr *** *** ***
BB1602.9 fire hydrant twin inlet c/w non return valve nr *** *** ***
Gate valve
BB1602.10 150mm diameter nr *** *** ***
Check valve
BB1602.11 150mm diameter nr *** *** ***
Stainer
BB1602.12 150mm diameter nr *** *** ***
Flexible connector
BB1602.13 150mm diameter nr *** *** ***
Ball float valve
BB1602.14 100mm diameter nr *** *** ***
Vortex inhibitor
BB1602.15 150mm diameter nr *** *** ***
Puddle flange
BB1602.16 150mm diameter nr *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H6/16 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------
ACTIVITY H6 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Fire Services Installation
Fire Hydrant and Hosereel System (con't)
BB1602.17 level float switch controller set *** *** ***
BB1602.18 pressure gauge c/w gate valve nr *** *** ***
BB1602.19 pressure switch c/w accessories nr *** *** ***
BB1602.20 check meter position set *** *** ***
BB1602.21 water tank accessories included vent pipe,
drain pipe, overflow c/w warning pipe set *** *** ***
BB1602.22 automatic air vent nr *** *** ***
Painting
BB1602.23 Preparing; priming; finish coats on galvanised
metal works; to pipe and tubing sum *** *** ***
----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H6/17 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY H6 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Fire Services Installation
Street Hydrant System
Equipment and ancillaries
pumps
BB1603.1 4000 1/min at 650kPa nr *** *** ***
BB1603.2 30 1/min at 700kPa nr *** *** ***
BB1603.3 pump control panel included associated electrical
works set *** *** ***
Ductile iron pipe to BS EN 545 class K12 with cement
lining inside and bitumen and zinc coated outside c/w
fitting, hanger, support, painting and accessories etc
BB1603.4 200mm diameter m *** *** ***
Galvanised steel pipes and fitting
BB1603.5 150mm diameter m *** *** ***
In-line equipment
BB1603.6 street hydrant nr *** *** ***
Underground gate valve
BB1603.7 150mm diameter nr *** *** ***
Gate valve
BB1603.8 200mm diameter nr *** *** ***
Check valve
BB1603.9 200mm diameter nr *** *** ***
Stainer
BB1603.10 200mm diameter nr *** *** ***
Flexible connector
BB1603.11 200mm diameter nr *** *** ***
Ball float valve
BB1603.12 150mm diameter nr *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H6/18 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY H6 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Fire Services Installation
Street Hydrant System (con't)
Vortex inhibitor
BB1603.13 200mm diameter nr *** *** ***
Puddle flange
BB1603.14 200mm diameter nr *** *** ***
BB1603.15 level float switch controller set *** *** ***
BB1603.16 pressure gauge c/w gate valve nr *** *** ***
BB1603.17 pressure switch c/w accessories nr *** *** ***
BB1603.18 check meter position set *** *** ***
BB1603.19 water tank accessories included vent pipe, drain
pipe, overflow c/w warning pipe set *** *** ***
BB1603.20 automatic air vent nr *** *** ***
Painting
BB1603.21 Preparing; priming; finish coats on galvanised
metal works; to pipe and tubing sum *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H6/19 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY H6 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Fire Services Installation
Fire Alarm and Detection System
BB1604.1 analogue addressable fire control panel set *** *** ***
BB1604.2 pump and tank status display c/w 80 LED set *** *** ***
BB1604.3 battery, charger and accessories set *** *** ***
BB1604.4 smoke / heat detector nr *** *** ***
BB1604.5 monitor / control module nr *** *** ***
Alarm ▇▇▇▇
BB1604.6 150mm diameter nr *** *** ***
BB1604.7 250mm diameter nr *** *** ***
BB1604.8 break glass unit nr *** *** ***
BB1604.9 24V D.C. dry contract for interfacing with other
system nr *** *** ***
BB1604.10 G.I. Conduit / trunking c/w support and accessories sum *** *** ***
surface conduit
conceal conduit
flexible conduit
trunking
BB1604.11 direct telephone line to FSCC c/w alarm transmitter,
relays, accessories, and first year rental charge sum *** *** ***
BB1604.12 1/c 1.5mm/2/ PVC LSOH copper cable sum *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H6/20 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY H6 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Fire Services Installation
Sprinkler System
Equipment and ancillaries
Pumps
BB1601.1 2700 1/min at 200kPa nr *** *** ***
BB1601.2 30 1/min at 550kPa nr *** *** ***
BB1601.3 pump control panel included associated electrical
works set *** *** ***
Ductile iron pipe to BS EN 545 class K12 with cement
lining inside and bitumen and zinc coated outside c/w
fitting, hanger, support, painting and accessories etc m *** *** ***
BB1601.4 200mm diameter m *** *** ***
Galvanised steel pipes and fitting
BB1601.5 150mm diameter m *** *** ***
BB1601.6 100mm diameter m *** *** ***
BB1601.7 80mm diameter m *** *** ***
BB1601.8 65mm diameter m *** *** ***
BB1601.9 50mm diameter m *** *** ***
BB1601.10 40mm diameter m *** *** ***
BB1601.11 32mm diameter m *** *** ***
BB1601.12 25mm diameter m *** *** ***
BB1601.13 20mm diameter m *** *** ***
BB1601.14 15mm diameter m *** *** ***
Sprinkler control valve set c/w water motor alarm
gong, by-pass facility and associated accessories etc.
BB1601.15 150 diameter set *** *** ***
Flow switch
BB1601.16 100mm diameter nr *** *** ***
Subsidiary valve
BB1601.17 100mm diameter nr *** *** ***
BB1601.18 sprinkler twin inlet c/w non return valve nr *** *** ***
BB1601.19 sprinkler head 68 deg.C conventional type nr *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H6/21 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY H6 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Fire Services Installation
Sprinkler System (con't)
Gate valve c/w monitoring micro-switch
BB1601.20 200mm diameter nr *** *** ***
BB1601.21 150mm diameter nr *** *** ***
Check valve
BB1601.22 150mm diameter nr *** *** ***
Stainer
BB1601.23 150mm diameter nr *** *** ***
Flexible connector
BB1601.24 150mm diameter nr *** *** ***
Ball float valve
BB1601.25 150mm diameter nr *** *** ***
Vortex inhibitor
BB1601.26 200mm diameter nr *** *** ***
Puddle flange
BB1601.27 200mm diameter nr *** *** ***
Direct reading flow meter
BB1601.28 150mm diameter nr *** *** ***
BB1601.29 level float switch controller set *** *** ***
BB1601.30 pressure gauge c/w gate valve nr *** *** ***
BB1601.31 pressure switch c/w accessories nr *** *** ***
BB1601.32 check meter position set *** *** ***
BB1601.33 water tank accessories included vent pipe, drain
pipe, overflow c/w warning pipe set *** *** ***
BB1601.34 automatic air vent nr *** *** ***
Painting
BB1601.35 Preparing; priming; finish coats on galvanised
metal works; to pipe and tubing sum *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H6/22 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY H6 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Fire Services Installation
Sundries
Portable fire equipment
BB1606.1 4.5 kg carbon dioxide nr *** *** ***
Allow for the following and executing to the
satifaction of the Engineer
Provision of testing, including integrated testing,
setting to work and commissioning the complete Fire
Service Installation
BB1609.1 generally sum *** *** ***
Provision of mock-up as per specification
BB1609.2 generally sum *** *** ***
Training of Employer's staff as per
specification
BB1609.3 generally sum *** *** ***
Providing of plates, discs, labels, tags, coloured
stencil and painted bands for plant, equipment,
ancillaries, pipe and ducts, valves and the like
BB1609.4 generally sum *** *** ***
Providing fire stopping including internal fire
barriers to truncking, busbar trunking, inside pipe
sleeves etc. and the like
BB1609.5 generally sum *** *** ***
Provision of tools and special equipment for
operating and maintenance purposes as per
specification
BB1609.6 generally sum *** *** ***
Preparation of all installation and fabrication/shop
drawings required and distribution after review
BB1609.7 generally sum *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H6/23 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY H6 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Fire Services Installation
Sundries
Allow for the following and executing to the
satifaction of the Engineer (Cont'd)
Preparation of design data required
submission and distribution after review
BB1609.8 generally sum *** *** ***
Preparation of builder's works drawing required
submission and distribution after review
BB1609.9 generally sum *** *** ***
Preparation of "as built" record drawing as specified
BB160.10 generally sum *** *** ***
Provision of operation & maintenance manual
as specified
BB160.11 generally sum *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H6/24 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY H6 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Plumbing and Drainage Installation
Plumbing System
Plastic coated copper tube to BSEN 1057:1996 and
plastic to BS 3412 c/w fitting, hanger, support, and
accessories etc
BC0702.1 40 mm diameter m *** *** ***
BC0702.2 20 mm diameter m *** *** ***
Ductile iron pipe to BSEN 545 c/w
fitting, hanger, support, and accessories etc
BC0702.3 67 mm diameter m *** *** ***
BC0702.4 80 mm diameter m *** *** ***
BC0702.5 Valve & accessories sum *** *** ***
Fibre-glass Reinforced PVC (FRP) water tank including
accessories of vent pipe, drain pipe, overflow etc
BC0701.4 500 Litre nr *** *** ***
BC0701.5 1500 Litre nr *** *** ***
BC0701.6 Water meter including associated accessories nr *** *** ***
BC0701.7 pump control panel included associated
electrical works set *** *** ***
BC0701.8 Water pump c/w control panel, float switch
and accessories nr *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H6/25 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY H6 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Plumbing and Drainage Installation
Drainage system
Ductile iron pipe c/w fitting, support and
accessories to BSEN 598
BC0305.1 100 mm diameter m *** *** ***
PVC pipe c/w fitting, support and
accessories to BS 5255
BC0305.2 50 mm diameter m *** *** ***
Rainwater Outlet c/w accessories
BC0305.3 100 mm diameter nr *** *** ***
Floor drain c/w accessories
BC0305.4 100 mm diameter nr *** *** ***
BC0305.5 Sanitary ▇▇▇▇ sum *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H6/26 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY H6 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Plumbing and Drainage Installation
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 ECS Installation
BC1309.1 generally sum *** *** ***
Provision of mock-up as per specification
BC1309.2 generally sum *** *** ***
Training of Employer's staff as per specification
BC1309.3 generally sum *** *** ***
Provision of tools and special equipment for
operating and maintenance purposes as per
specification
BC1309.4 generally sum *** *** ***
Provision of plates, discs, labels, tags, coloured
stencil and painted bands for plant, equipment,
ancillaries, pipe and ducts, valves and the like as
specification
BC1309.5 generally sum *** *** ***
Providing fire stopping including internal fire
barriers to trunking, busbar trunking, inside pipe
sleeves etc. and the like
BC1309.6 generally sum *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page H6/27 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE H - VENTILATION BUILDINGS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY H6 - EAST VENTILATION BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Plumbing and Drainage Installation
Allow for the following and executing to the
satisfaction of the Engineer
Preparation of all installation and fabrication/shop
drawings required and distribution after review
BC1309.7 generally sum *** *** ***
Preparation of design data required submission
and distribution after review
BC1309.8 generally sum *** *** ***
Preparation of builder's works drawing required
submission and distribution after review
BC1309.9 generally sum *** *** ***
Preparation of "as built" record drawings as
specified
BC1309.10 generally sum *** *** ***
Provision of Operation & Maintenance
Manuals as specified
BC1309.11 generally sum *** *** ***
-----------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY H6 TO ACTIVITY 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]
9 August 2002 Page H6/28 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I1 - EAST APPROACH EAP
STRUCTURE AND CIVIL WORKS
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 *** *** ***
Filling
to structure
E614 selected excavated material other than topsoil or rock m3 *** *** ***
Filling ancillaries
preparation of filled surfaces
E712 material other than topsoil, rock or artificial hard
material m2 *** *** ***
Disposal of excavated materials
E532 material other than topsoil, rock or artificial hard
material m3 *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I1/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I1- EAST APPROACH EAP BROUGHT FORWARD ***
STRUCTURE AND CIVIL WORKS
In-situ Concrete
Provision of concrete
F280.1 Provision of reinforced concrete designed mix
grade 40-D; temperature cat. C m3 *** *** ***
F280.2 Provision of reinforced concrete designed mix
grade 40-D; temperature cat. A m3 *** *** ***
Placing of concrete
Reinforced
F624 Bases and ground slabs thickness: exceeding 500m
(raft foundation) m3 *** *** ***
F632 Suspended slabs thickness: 150-300mm m3 *** *** ***
F643 Wall thickness: 150 - 300mm m3 *** *** ***
F663 Beams; cross-sectional area; 0.1 - 0.25 m2 m3 *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I1/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I1 - EAST APPROACH EAP BROUGHT FORWARD ***
STRUCTURE AND CIVIL WORKS
Concrete Ancillaries
Formwork; formed surfaces F2
G345 Vertical width exceeding 1.22m (raft foundation) m2 *** *** ***
Formwork; formed surfaces F4
G314 Horizontal width exceeding 1.22m (stairs) m2 *** *** ***
G315 Horizontal width exceeding 1.22m (underside upper
floor & roof slabs) m2 *** *** ***
G325 Sloping width exceeding 1.22m (underside stair) m2 *** *** ***
G343 Vertical width 0.1-0.2m (stair risers) m *** *** ***
G345 Vertical width exceeding 1.22m (wall) m2 *** *** ***
Reinforcement
G529 High yield steel bar reinforcement t *** *** ***
Concrete accessories
G819 Finishing of top surfaces; unformed surface U3 m2 *** *** ***
Pipework - Pipes
Precast concrete pipes; class M to B.S. 5911;
in concrete bed and haunch
nominal bore; 200 - 300 mm
I222 in trenchs, depth; not exceeding 1.5m m *** *** ***
Manholes
K230 catchpit (750mm x 750mm) nr *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I1/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I1 - EAST APPROACH EAP BROUGHT FORWARD ***
STRUCTURE AND CIVIL WORKS
Waterproofing
Roofing
W331 waterproof sheeting; upper surfaces inclined at
an angle not exceeding 30 degree to the horizontal m2 *** *** ***
W336 Ditto, not exceeding 300mm width m *** *** ***
W390 Base + Tanks m2 *** *** ***
Others
W500 2 layers of sprayed waterproofing m2 *** *** ***
W490 225mm protection blockwork m2 *** *** ***
Protective layers
W441 50mm thick cement and sand screed laid to fall
upper surfaces inclined at an angle not exceeding
30 degree to the horizontal m2 *** *** ***
Carpentry and Joinery
Insulation
AC832 sloping upper surface; 50mm thick CFC free
W490 insulation board m2 *** *** ***
X900.1 External works sum *** *** ***
X900.2 Builder work provision sum *** *** ***
-----------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY I1 TO ACTIVITY 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]
9 August 2002 Page I1/4 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I2 - EAST APPROACH EAP -
FINISHING WORKS
ROOF FINISH
Roof tiling
AA111.1 concrete tiles 300mm x 300mm including 50 mm
semi-dry cement and bedding; upper surfaces
inclined at an angle not exceeding 30 degree to the
horizontal m2 *** *** ***
AA111.2 Extra over for forming 200 mm wide surface drainage
channel m *** *** ***
Insulation
W490 50mm CFC free insulation board lay on top of
waterproofing membrane m2 *** *** ***
Waterproof Membrane
W331 2 layers of single skin waterproofing membrane m2 *** *** ***
Screed
W441.1 25mm Think cement sand screed to receive
waterproofing membrane; including 25 x 25 mm
cement sand fillet m2 *** *** ***
Tank Waterproofing
Waterproof polymer modified cementitious coating
W441.2 Floor to tank m2 *** *** ***
W441.3 Wall to tank m2 *** *** ***
W441.4 Ceiling to tank m2 *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I2/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I2 - EAST APPROACH EAP - BROUGHT FORWARD ***
FINISHING WORKS
Metal Doors and Frames
Galvanised mild steel doors; with pressed
metal door frame, with paint finish
Proprietary two hours fire rated doors and frames
AE110.1 single leaf size 1.0m x 2.2m high nr *** *** ***
AE110.2 double leaves size 2.0m x 2.2m high nr *** *** ***
Proprietary one hours fire rated doors and frames
AE110.3 single leaf size of 1.0m x 2.2m high nr *** *** ***
AE110.4 double leaves size 2.0m x 2.2m high nr *** *** ***
External Metal Doors and Frames
selected excavated material other than topsoil or rock
selected colour paint system
AE110.5 single leaf size 1.0m x 2.2m high nr *** *** ***
AE110.6 double leaf size 1.5m x 2.2m high nr *** *** ***
AE110.7 double leaves size 2.0m x 2.2m high nr *** *** ***
Manufactured stainless steel door;
w/stainless steel frame; for TX Room, selected
colour paint finish
AE110.8 double leaves size 2.0m x 3m high nr *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I2/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I2 - EAST APPROACH EAP - BROUGHT FORWARD ***
FINISHING WORKS
Metal Shutters, Windows and Louvres
Louvres
AE110.9 louver double leaves door, size 2.0m x 2.5m high nr *** *** ***
Aluminum weatherproof louvre
AF399.01 overall size 1.0m x 1m high nr *** *** ***
AF399.02 overall size 2.0m x 1m high nr *** *** ***
AF399.03 overall size 4.0m x 3.5m high nr *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I2/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I2 - EAST APPROACH EAP - BROUGHT FORWARD ***
FINISHING WORKS
Specialist Architectural Metalwork
AH100 Proprietary anodized aluminmum with gas lift
access hatch door for roof access 1.2M x 1.2M nr *** *** ***
AH999.1 GMS Cat ladder; comply with BS4211, 1994 and
BS5395 part 3, 1985 m *** *** ***
AH999.2 S.S. Cat ladder; comply with BS4211, 1994 and
BS5395 part 3, 1985 to tanks m *** *** ***
AH999.3 Stainless steel access hatch to tanks nr *** *** ***
AH999.4 Illuminated exit sign nr *** *** ***
AH999.5 60mm Diameter (Type 2) galvanized mild steel
handrails and including all fixing plate and end
cap, with paint finish m *** *** ***
AH999.6 Galvanized mild steel balustrade (Type 2) with
and including paint finish m *** *** ***
AH999.7 Lifting beam m *** *** ***
AH999.8 Galvanized metal steel chequer plate flooring
for TX room, including all supporting frame m2 *** *** ***
AH999.9 GMS framework for supporting the oversize
aluminum louvre; total 14m2 kg *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I2/4 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I2 - EAST APPROACH EAP - BROUGHT FORWARD ***
FINISHING WORKS
Plastering and Rendering
Internal Finish
AJ240.1 granolithic screed floated and sealed m2 *** *** ***
Skirtings, ▇▇▇▇▇, channels, wall strings, open
strings, curb strings, cornices, mouldings and the
like
AJ240.2 granolithic screed floated and sealed m *** *** ***
Stairs and steps
AJ240.3 granolithic screed floated and sealed to landing m2 *** *** ***
AJ240.4 granolithic screed floated and sealed to tread and
riser m2 *** *** ***
AJ240.5 ceramic nosing tile to concrete stair m *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I2/5 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I2 - EAST APPROACH EAP - BROUGHT FORWARD ***
FINISHING WORKS
EXTERNAL FINISH
Walls and columns
AJ119.1 15 mm cement and sand render to receive ceramic
tiles m2 *** *** ***
AJ119.2 ditto to parpet wall m2 *** *** ***
Tiling
Walls and columns
AK130.1 Glazed ceramic tiles 45mm x 95mm x 6mm thick
bedded with adhesive and grouted with colour grout m2 *** *** ***
AK130.2 ditto to parpet wall m2 *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I2/6 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I2 - EAST APPROACH EAP - BROUGHT FORWARD ***
FINISHING WORKS
Architectural Coatings and Special Finishes
Epoxy Paint to floor
AT932.1 To granolithic screed to floor m2 *** *** ***
AT932.2 To granolithic base 100 mm high m *** *** ***
Epoxy Paint to wall
AT933.1 To F4 concrete wall m2 *** *** ***
Emulsion Paint to ceiling
AT933.2 To F4 concrete soffit and beams m2 *** *** ***
AT933.3 To F4 sloped concrete soffit and beams m2 *** *** ***
AT933.4 To F4 concrete soffit and beams and sealed m2 *** *** ***
Epoxy Paint acid resisted to floor
AT932.3 To granolithic screed to floor m2 *** *** ***
AT932.4 To granolithic base 100 mm high m *** *** ***
Emulsion Paint to F4 concrete wall
AT933.5 To F4 concrete wall m2 *** *** ***
AT933.6 To F4 concrete wall of staircase m2 *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I2/7 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I2 - EAST APPROACH EAP - BROUGHT FORWARD ***
FINISHING WORKS
Supply and fix the following ironmongeries
Z341 Stainless steel ball bearing butt hinge with
non-removable pin nr *** *** ***
Z342 Overhead door closer with back check and
built-in pressure relief valve, with S.S. cover nr *** *** ***
Z349.1 Gravity type door coordinator nr *** *** ***
Z343 Mortise storeroom lock with s.s. lever handle
on escutcheon plate and materkeyed nr *** *** ***
Z349.2 Stainless steel exit device with mortise latch, with
s.s. handle and cylinder outside and materkeyed nr *** *** ***
Z346.1 Stainless steel push plate, 700x300x1.5mm thick nr *** *** ***
Z346.2 Stainless steel kick plate, 800x200x1.5mm thick nr *** *** ***
Z349.3 Door stop nr *** *** ***
Z344 Top & bottom manual flush bolt with 300mm
extension rod nr *** *** ***
Z349.4 Surface mounted door bottom seal with EPDM
sponge, clear anodised aluminum housing nr *** *** ***
-----------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY I2 TO COST CENTRE 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]
9 August 2002 Page I2/8 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I3 - WEST APPROACH EAP
BUILDING SERVICES, CABLING ETC.
Electrical Installation
Incoming Services
Equipment and ancillaries
BA0201.1 LV Switchboards; including all necessary
switchgears, power factor improvement equipment
and accessories. nr *** *** ***
Standby Equipment
BA0301.1 Uninterrupted Power Supply (UPS) System; including
inverter sections, rectifier/charger sections, battery
banks, 4P automatic changeover switches, static
by-pass switches, UPS manual by-pass switches, surge
suppression devices, interconnecting cables and all
necessary accessories; as shown on Drawing sum *** *** ***
BA0301.2 110V DC Charger c/w Ni-Cd batteries, associated
control wiring & components nr *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I3/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I3 - WEST APPROACH EAP BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Electrical Installation
Main and Sub-main Distribution
BA0401.1 MCCB Board, ▇▇▇▇, ▇ ▇▇▇, ▇▇▇ c/w incoming breaker nr *** *** ***
BA0401.2 MCCB Board, ▇▇▇▇, ▇ ▇▇▇, ▇▇▇ c/w incoming breaker nr *** *** ***
BA0401.3 MCCB unit, TP up to 63A nr *** *** ***
BA0401.4 MCB Board, ▇▇▇▇, ▇▇ ▇▇▇, ▇▇▇ c/w incoming breaker nr *** *** ***
BA0401.5 MCB Board, ▇▇▇▇, ▇▇ ▇▇▇, ▇▇▇ c/w incoming breaker nr *** *** ***
BA0401.6 MCB Board, ▇▇▇▇, ▇ ▇▇▇, ▇▇▇ c/w incoming breaker nr *** *** ***
BA0401.7 MCB unit, SP, 10-32A nr *** *** ***
BA0401.8 MCB unit, SP, 32-63A nr *** *** ***
BA0401.9 MCB unit, ▇▇, ▇▇-▇▇▇ nr *** *** ***
BA0401.10 MCB unit, ▇▇, ▇▇-▇▇▇ nr *** *** ***
BA0401.ll ▇▇▇/▇▇▇ ▇▇▇▇▇▇▇▇ ▇▇▇▇, ▇▇, ▇▇▇ nr *** *** ***
BA0401.12 ▇▇▇/▇▇▇ ▇▇▇▇▇▇▇▇ ▇▇▇▇, ▇▇, ▇▇▇ nr *** *** ***
BA0401.13 RCD unit, 4P, 32A nr *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I3/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I3 - WEST APPROACH EAP BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Electrical Installation
LV Cables and Wirings including necessary fixing
Fire resistant XLPE/SWA/▇▇▇▇ Copper cables;
with copper conductors
Fixing to cable trays or ladders or other surfaces
BA0406.4 2-cores; 6 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.5 4-cores; 10 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.6 4-cores; 25 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.7 4-cores; 35 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.8 4-cores; 50 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.9 4-cores; 70 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.10 4-cores; 95 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.11 4-cores; 120 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.12 4-cores; 150 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.13 4-cores; 185 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.14 4-cores; 240 mm2 m *** *** ***
Termination nr *** *** ***
BBA0406.15 4-cores; 400 mm2 m *** *** ***
Termination nr *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I3/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I3 - WEST APPROACH EAP BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Electrical Installation
XLPE/SWA/▇▇▇▇ Copper cables; with copper
conductors
Fixing to cable trays or ladders or other surfaces
BA0406.18 4-cores; 25 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.19 4-cores; 35 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.20 4-cores; 50 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.21 4-cores; 70 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.22 4-cores; 95 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.23 4-cores; 120 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.24 4-cores; 150 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.25 4-cores; 185 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.26 4-cores; 240 mm2 m *** *** ***
Termination nr *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I3/4 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I3 - WEST APPROACH EAP BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Electrical Installation
Lighting and power
Final circuits in copper cables and conduits
BA0507.1 lighting points nr *** *** ***
BA0507.2 small power points for 13A socket outlet nr *** *** ***
BA0507.3 small power points for 13A FSU nr *** *** ***
Lighting fittings: complete with associated lamps or
tubes
BA0508.2 Fluorescent luminaries; 58W, twin tubes
weather proof type nr *** *** ***
BA0508.3 Fluorescent luminaries; 36W, twin tubes nr *** *** ***
BA0508.4 Fluorescent luminaries; 36W, twin tubes
complete with 2 hours maintained type battery and
charger nr *** *** ***
BA0508.5 Low bay luminaries c/w control gears nr *** *** ***
BA0508.6 Flood light fitting c/w control gears nr *** *** ***
BA0508.7 EXIT signage
complete with 2 hours maintained type battery and
charger nr *** *** ***
BA0508.8 8m Lamp ploe c/w street lamp nr *** *** ***
BA0508.9 Wall mount external flood light to IP 65 nr *** *** ***
Accessories
BA0508.10 Lighting switches and socket outlets sum *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I3/5 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I3 - WEST APPROACH EAP BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Electrical Installation
Earthing and Lightning Protection System
Earthing system c/w components and fixings
BA0809.1 Earth mat c/w earth rods for test electrode,
test link set *** *** ***
BA0809.2 50x6mm earth terminals and accessories sum *** *** ***
Lightning Protection System including components
and fixings
BA0809.3 Airtermination network and down conductors sum *** *** ***
BA0809.4 Lightning earth pit c/w earth rods and test link nr *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I3/6 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I3 - WEST APPROACH EAP BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Electrical Installation
Trunking, Ducting, Cable Trays and Conduits
Hot dipped galvanised sheet steel cable trays
and fittings & support
BA1005.1 100mm wide m *** *** ***
BA1005.2 150mm wide m *** *** ***
BA1005.3 200mm wide m *** *** ***
BA1005.4 300mm wide m *** *** ***
BA1005.5 400mm wide m *** *** ***
BA1005.6 500mm wide m *** *** ***
BA1005.7 600mm wide m *** *** ***
BA1005.8 1000mm wide m *** *** ***
Hot dipped galvanised steel sheet truncking
and fittings; B.S. 4678; including all painting
BA1005.23 200 x 200 mm trunkings; 1 compartment m *** *** ***
BA1005.24 200 x 100 mm trunkings; 1 compartment m *** *** ***
BA1005.25 300 x 100 mm trunkings; 1 compartment m *** *** ***
BA1005.26 100 x 100 mm trunkings; 1 compartment m *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I3/7 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I3 - WEST APPROACH EAP BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Electrical Installation
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 *** *** ***
Provision of mock-up as per specification
BA1110.2 generally sum *** *** ***
Training of Employer's staff as per specification
BA1110.3 generally sum *** *** ***
Provision of plates, discs, labels, tags, coloured
stencil and painted bands for plant, equipment,
cables, switches and the like
BA1110.4 generally sum *** *** ***
Provision of fire stopping including internal fire
barriers to trunking, busbar trunking, inside pipe
sleeves etc. and the like
BA1110.5 generally sum *** *** ***
Provision of tools and special equipment for
operating and maintenance purposes as per
specification
BA1110.6 generally sum *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I3/8 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I3 - WEST APPROACH EAP BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Electrical Installation
Sundries
Allow for the following and executing to the
satisfaction of the Engineer
Preparation of all installation and fabrication/shop
drawings required and distribution after review.
BA1110.7 generally sum *** *** ***
Preparation of design data required submission and
distribution after review
BA1110.8 generally sum *** *** ***
Preparation of builder's works drawings required
submission and distribution after review
BA1110.9 generally sum *** *** ***
Preparation of "as built" record drawings as
specified
BA1110.10 generally sum *** *** ***
Provision of Operation & Maintenance Manuals
as specified
BA1110.11 generally sum *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I3/9 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I3 - WEST APPROACH EAP BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Mechanical Installation
Ventilation System
Equipment and ancillaries
Ventilation fans; completed with all necessary
accessories and connections
BB0601.1 generally nr *** *** ***
Galvanised steel sheet rectangular ducts and
fittings
BB0601.2 Fixing to or suspending from soffit m2 *** *** ***
Staircase Pressurisatin System
Equipment and ancillaries
complete with one duty and one standby fan (heat
resistance), bypass damper, pressure differential
sensors, smoke probe, controls, ductwork and
accessories
BB0801.1 Air flow rate 12.0m3/s; 600Pa nr *** *** ***
BB0801.2 Air flow rate 16.0m3/s; 900Pa nr *** *** ***
Galvanised steel sheet rectangular ducts and
fittings
BB0801.3 Fixing to or suspending from soffit
0.6-1.2mm thick m2 *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I3/10 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I3 - WEST APPROACH EAP BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Mechanical Installation
Control systems : electrical and control for ECS
Equipment and ancillaries
ECS equipment control panel
BB1201.1 generally nr *** *** ***
Staircase pressurisation control panel &
Accessories
BB1201.2 generally nr *** *** ***
Allow for
Design, supply and installation of power supply &
control system from ECS equipment control panel to
ECS equipment
BB1201.3 generally sum *** *** ***
Design, supply and installation of interfacing work
for ECS and FS systems
BB1201.4 generally sum *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I3/11 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I3 - WEST APPROACH EAP BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Mechanical Installation
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
ECS Installation
BB1909.1 generally sum *** *** ***
Provision of mock-up as per specification
BB1909.2 generally sum *** *** ***
Training of Employer's staff as per specification
BB1909.3 generally sum *** *** ***
Provision of tools and special equipment for
operating and maintenance purposes as per
specification
BB1909.4 generally sum *** *** ***
Provision of plates, discs, labels, tags, coloured
stencil and painted bands for plant, equipment,
ancillaries, pipe and ducts, valves and the like as
specification
BB1909.5 generally sum *** *** ***
Providing fire stopping including internal fire
barriers to trunking, busbar trunking, inside pipe
sleeves etc. and the like
BB1909.6 generally sum *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I3/12 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I3 - WEST APPROACH EAP BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Mechanical Installation
Sundries
Allow for the following and executing to the
satisfaction of the Engineer
Preparation of all installation and fabrication/shop
drawings required and distribution after review
BB1909.7 generally sum *** *** ***
Preparation of design data required submission
and distribution after review
BB1909.8 generally sum *** *** ***
Preparation of builder's works drawing required
submission and distribution after review
BB1909.9 generally sum *** *** ***
Preparation of "as built" record drawings as
specified
BB1909.10 generally sum *** *** ***
Provision of Operation & Maintenance
Manuals as specified
BB1910.11 generally sum *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I3/13 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY 13 - WEST APPROACH EAP BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Fire Services Installation
Fire Hydrant and Hosereel System
Galvanised steel pipes and fitting
BB1602.1 25mm diameter m *** *** ***
BB1602.2 100mm diameter m *** *** ***
In-line equipment
BB1602.7 Hose reels nr *** *** ***
BB1602.8 fire hydrant nr *** *** ***
BB1602.9 fire hydrant twin inlet c/w non return valve nr *** *** ***
BB1602.22 automatic air vent nr *** *** ***
Painting
BB1602.23 Preparing; priming; finish coats on galvanised
metal works; to pipe and tubing sum *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I3/14 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I3 - WEST APPROACH EAP BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Fire Services Installation
Sprinkler System
Equipment and ancillaries
Pumps
BB1601.1 2700 1/min at 200kPa nr *** *** ***
BB1601.2 30 1/min at 550kPa nr *** *** ***
BB1601.3 pump control panel included ass. Electrical works set *** *** ***
Ductile iron pipe to BS EN 545 class K12 with cement
lining inside and bitumen and zinc coated outside c/w
fitting, hanger, support, painting and accessories etc
BB1601.4 200mm diameter m *** *** ***
Galvanised steel pipes and fitting
BB1601.5 150mm diameter m *** *** ***
BB1601.6 100mm diameter m *** *** ***
BB1601.7 80mm diameter m *** *** ***
BB1601.8 65mm diameter m *** *** ***
BB1601.9 50mm diameter m *** *** ***
BB1601.10 40mm diameter m *** *** ***
BB1601.11 32mm diameter m *** *** ***
BB1601.12 25mm diameter m *** *** ***
BB1601.13 20mm diameter m *** *** ***
BB1601.14 15mm diameter m *** *** ***
Sprinkler control valve set c/w water motor alarm
gong, by-pass facility and associated accessories etc.
BB1601.15 150 diameter set *** *** ***
Flow switch
BB1601.16 100mm diameter nr *** *** ***
Subsidiary valve
BB1601.17 100mm diameter nr *** *** ***
BB1601.18 sprinkler twin inlet c/w non return valve nr *** *** ***
BB1601.19 sprinkler head 68 deg.C conventional type nr *** *** ***
Gate valve c/w monitoring micro-switch
BB1601.20 200mm diameter nr *** *** ***
BB1601.21 150mm diameter nr *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I3/15 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I3 - WEST APPROACH EAP BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Fire Services Installation
Sprinkler System (con't)
Check valve
BB1601.22 150mm diameter nr *** *** ***
Stainer
BB1601.23 150mm diameter nr *** *** ***
Flexible connector
BB1601.24 150mm diameter nr *** *** ***
Ball float valve
BB1601.25 150mm diameter nr *** *** ***
Vortex inhibitor
BB1601.26 200mm diameter nr *** *** ***
Puddle flange
BB1601.27 200mm diameter nr *** *** ***
Direct reading flow meter
BB1601.28 150mm diameter nr *** *** ***
BB1601.29 level float switch controller set *** *** ***
BB1601.30 pressure gauge c/w gate valve nr *** *** ***
BB1601.31 pressure switch c/w accessories nr *** *** ***
BB1601.32 check meter position set *** *** ***
BB1601.33 water tank accessories included vent pipe, drain
pipe, overflow c/w warning pipe set *** *** ***
BB1601.34 automatic air vent nr *** *** ***
Painting
BB1601.35 Preparing; priming; finish coats on galvanised sum *** *** ***
metal works; to pipe and tubing
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I3/16 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I3 - WEST APPROACH EAP BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Fire Services Installation
Street Hydrant System
pumps
BB1603.1 4000 1/min at 650kPa nr *** *** ***
BB1603.2 30 1/min at 700kPa nr *** *** ***
BB1603.3 pump control panel included associated electrical
works set *** *** ***
Ductile iron pipe to BS EN 545 class K12 with cement
lining inside and bitumen and zinc coated outside c/w
fitting, hanger, support, painting and accessories etc
BB1603.4 200mm diameter m *** *** ***
Galvanised steel pipes and fitting
BB1603.5 150mm diameter m *** *** ***
In-line equipment
BB1603.6 street hydrant nr *** *** ***
Underground gate valve
BB1603.7 150mm diameter nr *** *** ***
Gate valve
BB1603.8 200mm diameter nr *** *** ***
Check valve
BB1603.9 200mm diameter nr *** *** ***
Stainer
BB1603.10 200mm diameter nr *** *** ***
Flexible connector
BB1603.11 200mm diameter nr *** *** ***
Ball float valve
BB1603.12 150mm diameter nr *** *** ***
Vortex inhibitor
BB1603.13 200mm diameter nr *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I3/17 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I3 - WEST APPROACH EAP BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Fire Services Installation
Street Hydrant System (con't)
Puddle flange
BB1603.14 200mm diameter nr *** *** ***
BB1603.15 level float switch controller set *** *** ***
BB1603.16 pressure gauge c/w gate valve nr *** *** ***
BB1603.17 pressure switch c/w accessories nr *** *** ***
BB1603.18 check meter position set *** *** ***
BB1603.19 water tank accessories included vent pipe, drain
pipe, overflow c/w warning pipe set *** *** ***
BB1603.20 automatic air vent nr *** *** ***
Painting
BB1603.21 Preparing; priming; finish coats on galvanised sum *** *** ***
metal works; to pipe and tubing
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I3/18 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY 13 - WEST APPROACH EAP BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Fire Services Installation
Fire Alarm and Detection System
BB1604.1 analogue addressable fire control panel set *** *** ***
BB1604.2 pump and tank status display c/w 80 LED set *** *** ***
BB1604.3 battery, charger and accessories set *** *** ***
BB1604.4 smoke / heat detector nr *** *** ***
BB1604.5 monitor / control module nr *** *** ***
Alarm ▇▇▇▇
BB1604.6 150mm diameter nr *** *** ***
BB1604.7 250mm diameter nr *** *** ***
BB1604.8 break glass unit nr *** *** ***
BB1604.10 G.I. Conduit / trunking c/w support and accessories sum *** *** ***
surface conduit
conceal conduit
flexible conduit
trunking
BB1604.11 direct telephone line to FSCC c/w alarm transmitter,
relays, accessories, and first year rental charge sum *** *** ***
BB1604.12 1/c 1.5mm/2/ PVC LSOH copper cable sum *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I3/19 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I3 - WEST APPROACH EAP BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Fire Services Installation
Sundries
Portable fire equipment
BB1606.1 4.5 kg carbon dioxide nr *** *** ***
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
BB1609.1 generally sum *** *** ***
Provision of mock-up as per specification
BB1609.2 generally sum *** *** ***
Training of Employer's staff as per specification
BB1609.3 generally sum *** *** ***
Providing of plates, discs, labels, tags, coloured
stencil and painted bands for plant, equipment,
ancillaries, pipe and ducts, valves and the like
BB1609.4 generally sum *** *** ***
Providing fire stopping including internal fire
barriers to truncking, busbar trunking, inside pipe
sleeves etc. and the like
BB1609.5 generally sum *** *** ***
Provision of tools and special equipment for
operating and maintenance purposes as per
specification
BB1609.6 generally sum *** *** ***
Preparation of all installation and fabrication/shop
drawings required and distribution after review
BB1609.7 generally sum *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I3/20 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I3 - WEST APPROACH EAP BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Fire Services Installation
Sundries
Allow for the following and executing to the
satisfaction of the Engineer (Cont'd)
Preparation of design data required submission and
distribution after review
BB1609.8 generally sum *** *** ***
Preparation of builder's works drawing required
submission and distribution after review
BB1609.9 generally sum *** *** ***
Preparation of "as built" record drawing drawing as
specified
BB160.10 generally sum *** *** ***
Provision of operation & maintenance manual
as specified
BB160.11 generally sum *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I3/21 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I3 - WEST APPROACH EAP BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Plumbing and Drainage Installation
Plumbing System
Plastic coated copper tube to BSEN 1057:1996 and
plastic to BS 3412 c/w fitting, hanger, support, and
accessories etc
BC0702.1 40 mm diameter m *** *** ***
BC0702.2 20 mm diameter m *** *** ***
Ductile iron pipe to BSEN 545 c/w
fitting, hanger, support, and accessories etc
BC0702.3 67 mm diameter m *** *** ***
BC0702.4 80 mm diameter m *** *** ***
BC0702.5 Valve & accessories sum *** *** ***
Fibre-glass Reinforced PVC (FRP) water tank including
accessories of vent pipe, drain pipe, overflow etc
BC0701.3 450 Litre nr *** *** ***
BC0701.6 Water meter including associated accessories nr *** *** ***
BC0701.7 pump control panel included associated electrical
works set *** *** ***
BC0701.8 Water pump c/w control panel, float switch
and accessories nr *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I3/22 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I3 - WEST APPROACH EAP BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Plumbing and Drainage Installation
Drainage system
Ductile iron pipe c/w fitting, support and
accessories to BSEN 598
BC0305.1 100 mm diameter m *** *** ***
PVC pipe c/w fitting, support and
accessories to BS 5255
BC0305.2 50 mm diameter m *** *** ***
Rainwater Outlet c/w accessories
BC0305.3 100 mm diameter nr *** *** ***
Floor drain c/w accessories
BC0305.4 100 mm diameter nr *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I3/23 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I3 - WEST APPROACH EAP BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Plumbing and Drainage Installation
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
ECS Installation
BC1309.1 generally sum *** *** ***
Provision of mock-up as per specification
BC1309.2 generally sum *** *** ***
Training of Employer's staff as per specification
BC1309.3 generally sum *** *** ***
Provision of tools and special equipment for
operating and maintenance purposes as per
specification
BC1309.4 generally sum *** *** ***
Provision of plates, discs, labels, tags, coloured
stencil and painted bands for plant, equipment,
ancillaries, pipe and ducts, valves and the like as
specification
BC1309.5 generally sum *** *** ***
Providing fire stopping including internal fire
barriers to trunking, busbar trunking, inside pipe
sleeves etc. and the like
BC1309.6 generally sum *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I3/24 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I3 - WEST APPROACH EAP BROUGHT FORWARD ***
BUILDING SERVICES, CABLING ETC.
Plumbing and Drainage Installation
Allow for the following and executing to the
satisfaction of the Engineer
Preparation of all installation and fabrication/shop
drawings required and distribution after review
BC1309.7 generally sum *** *** ***
Preparation of design data required submission
and distribution after review
BC1309.8 generally sum *** *** ***
Preparation of builder's works drawing required
submission and distribution after review
BC1309.9 generally sum *** *** ***
Preparation of "as built" record drawings as
specified
BC1309.10 generally sum *** *** ***
Provision of Operation & Maintenance
Manuals as specified
BC1309.11 generally sum *** *** ***
-----------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY I3 TO ACTIVITY 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]
9 August 2002 Page I3/25 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - WEST EMERGENCY ACCESS POINT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I4 - WEST EMERGENCY ACCESS
POINT STRUCTURE AND CIVIL WORKS
In-situ Concrete
Provision of concrete of designed mix
F283.1 Class: 40/20; concrete category A temperature
requirements m3 *** *** ***
F283.2 Class: 40/20; concrete category B temperature
requirements m3 *** *** ***
F293.3 Class: 45/20; concrete category B temperature
requirements m3 *** *** ***
Placing of reinforced concrete
F632 Suspended slabs thickness: 150-300mm m3 *** *** ***
F642 Wall thickness: 150 - 300mm m3 *** *** ***
F653 selected excavated material other than topsoil or rock
0.1 - 0.25 m2 m3 *** *** ***
F664 Beam cross-sectional area : 0.25 - 1 m2 m3 *** *** ***
Other concrete forms
F680 Steps and stairs thickness : 100 - 300 mm m3 *** *** ***
-----------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I4/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - WEST EMERGENCY ACCESS POINT
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------------------
ACTIVITY I4 - WEST EMERGENCY ACCESS BROUGHT FORWARD ***
POINT STRUCTURE AND CIVIL WORKS
Formwork; formed surfaces F4
G314 Horizontal width exceeding 1.22m m2 *** *** ***
G325 Horizontal; sloping width exceeding 1.22m m2 *** *** ***
G342 Vertical; width 0.1 - 0.2 m *** *** ***
G345 Vertical width exceeding 1.22m m2 *** *** ***
Formwork F4; for concrete components of
constant cross-section
G311.1 beams; 200 x 600 mm m *** *** ***
G311.2 beams; 300 x 600 mm m *** *** ***
G311.3 beams; 500 x 1000mm m *** *** ***
G342.1 columns; 500 x 500 mm m *** *** ***
Reinforcement
G529 High yield steel bar reinforcement t *** *** ***
Concrete Ancillaries
Concrete accessories
G819 Finishing of top surfaces; unformed surface U3 m2 *** *** ***
Builder's works
G901 Builder's works in connection with building
services sum *** *** ***
-----------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY I4 TO COST CENTRE 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]
9 August 2002 Page I4/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I5 - WEST PORTAL VENTILATION BUILDING
EAP - FINISHING WORKS
ROOF FINISH
Roof tiling
AA111.1 concrete tiles 300mm x 300mm; upper surfaces
inclined at an angle not exceeding 30 degree to
the horizontal m2 *** *** ***
AA111.2 Extra over for forming 200 mm wide surface
drainage channel m *** *** ***
Insulation
W490 50mm CFC free insulation board lay on top of
waterproofing membrane m2 *** *** ***
Waterproof Membrane
W331 2 layers of single skin waterproofing membrane m2 *** *** ***
Screed
W441.1 25mm Think cement sand screed to receive
waterproofing membrane; including 25 x 25 mm
cement sand fillet m2 *** *** ***
Tank Waterproofing
Waterproof polymer modified cementitious coating
W441.2 Floor to tank m2 *** *** ***
W441.3 Wall to tank m2 *** *** ***
W441.4 Ceiling to tank m2 *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I5/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I5 - WEST PORTAL VENTILATION BUILDING BROUGHT FORWARD ***
EAP - FINISHING WORKS
Galvanised mild steel doors; with pressed metal
door frame, with paint finish
Proprietary two hours fire rated doors and
frames
AE110.1 single leaf size 1.0m x 2.2m high nr *** *** ***
AE110.2 double leaves size 2.0m x 2.2m high nr *** *** ***
Proprietary one hours fire rated doors and
frames
AE110.3 single leaf size 1.0m x 2.2m high nr *** *** ***
AE110.4 double leaves size 2.0m x 2.2m high nr *** *** ***
External Metal Doors and Frames
Stainless steel doors with stainless steel frame,
selected excavated material other than topsoil or
rock
AE110.5 single leaf size 1.0m x 2.2m high nr *** *** ***
AE110.6 double leaves size 2.0m x 2.2m high nr *** *** ***
Manufactured stainless steel door; w/stailess
steel frame; for TX Room, selected colour paint
finish
AE110.7 double leaves size 2.0m x 3m high nr *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I5/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I5 - WEST PORTAL VENTILATION BUILDING BROUGHT FORWARD ***
EAP - FINISHING WORKS
Metal Shutters, Windows and Louvres
Louvres
AE110.8 louvre single leaf size 1.0m x 2.2m high nr *** *** ***
AE110.9 louvre double leaves size 2.0m x 2.2m high nr *** *** ***
Aluminum weatherproof louvre
AF399.01 overall size 1.0m x 1m high nr *** *** ***
AF399.02 overall size 2.0m x 1m high nr *** *** ***
AF399.03 overall size 4.0m x 4.0m high nr *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I5/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I5 - WEST PORTAL VENTILATION BUILDING BROUGHT FORWARD ***
EAP - FINISHING WORKS
Specialist Architectural Metalwork
AH100 Proprietary anodized aluminmum with gas lift
access hatch door for roof access nr *** *** ***
AH999.1 GMS Cat ladder; comply with BS4211, 1994 and
BS5395 part 3, 1985 m *** *** ***
AH999.2 S.S. Cat ladder; comply with BS4211, 1994 and
BS5395 part 3, 1985 to tanks m *** *** ***
AH999.3 60mm Diameter (Type 2) galvanized mild steel
handrails and including all fixing plate and end
cap, with paint finish m *** *** ***
AH999.4 Galvanized mild steel balustrade (Type 2) with
and including paint finish m *** *** ***
AH999.5 Lifting beam m *** *** ***
AH999.6 Illuminated exit sign nr *** *** ***
AH999.7 Stainless steel access hatch to tanks nr *** *** ***
AH999.8 Galvanized metal steel chequer plate flooring
for TX room, including all supporting frame m2 *** *** ***
AH999.9 GMS framework for supporting the oversize
aluminum louvre; total 16m2 kg *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I5/4 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I5 - WEST PORTAL VENTILATION BUILDING BROUGHT FORWARD ***
EAP - FINISHING WORKS
Plastering and Rendering
Internal Finish
Floor
AJ240.1 granolithic screed floated and sealed m2 *** *** ***
Skirtings, ▇▇▇▇▇, channels, wall strings, open
strings, curb strings, cornices, mouldings and
the like
AJ240.2 granolithic screed floated and sealed m *** *** ***
Stairs and steps
AJ240.3 granolithic screed floated and sealed to landing m2 *** *** ***
AJ240.4 granolithic screed floated and sealed to tread
and riser m2 *** *** ***
AJ240.5 ceramic nosing tile to concrete stair m *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I5/5 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I5 - WEST PORTAL VENTILATION BUILDING BROUGHT FORWARD ***
EAP - FINISHING WORKS
EXTERNAL FINISH
Walls and columns
AJ119.1 15 mm cement and sand render to receive ceramic
tiles m2 *** *** ***
AJ119.2 ditto to parpet wall m2 *** *** ***
Tiling
Walls and columns
AK130.1 Glazed ceramic tiles 45mm x 95mm x 6mm thick
bedded with adhesive and grouted with colour
grout m2 *** *** ***
AK130.2 ditto to parpet wall m2 *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I5/6 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I5 - WEST PORTAL VENTILATION BUILDING BROUGHT FORWARD ***
EAP - FINISHING WORKS
Architectural Coatings and Special Finishes
Epoxy Paint to floor
AT932.1 To granolithic screed to floor m2 *** *** ***
AT932.2 To granolithic base 100 mm high m *** *** ***
Epoxy Paint to wall
AT933.1 To F4 concrete wall m2 *** *** ***
Emulsion Paint to ceiling
AT933.2 To F4 concrete soffit and beams m2 *** *** ***
AT933.3 To F4 sloped concrete soffit and beams m2 *** *** ***
AT933.4 To F4 concrete soffit and beams and sealed m2 *** *** ***
Emulsion Paint to F4 concrete wall
AT933.5 To F4 concrete wall m2 *** *** ***
AT933.6 To F4 concrete wall of staircase m2 *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I5/7 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I5 - WEST PORTAL VENTILATION BUILDING BROUGHT FORWARD ***
EAP - FINISHING WORKS
Supply and fix the following ironmongeries
Z341 Stainless steel ball bearing butt hinge with
non-removable pin nr *** *** ***
Z342 Overhead door closer with back check and
built-in pressure relief valve, with S.S. cover nr *** *** ***
Z349.1 Gravity type door coordinator nr *** *** ***
Z343 Mortise storeroom lock with s.s. lever handle on
escutcheon plate and materkeyed nr *** *** ***
Z349.2 Stainless steel exit device with mortise latch,
with s.s. handle and cylinder outside and
materkeyed nr *** *** ***
Z346.1 Stainless steel push plate, 100x300x1.5mm thick nr *** *** ***
Z346.2 Stainless steel push plate, 700x300x1.5mm thick nr *** *** ***
Z346.3 Stainless steel kick plate, 800x200x1.5mm thick nr *** *** ***
Z349.3 Door stop nr *** *** ***
Z344 Top & bottom manual flush bolt with 300mm
extension rod nr *** *** ***
Z349.4 Surface mounted door bottom seal with EPDM
sponge, clear anodised aluminum housing nr *** *** ***
--------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY 15 TO COST CENTRE 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]
9 August 2002 Page I5/8 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I6 - EAST EAP BUILDING SERVICES,
CABLING ETC.
Electrical Installation
Incoming Services
Equipment and ancillaries
BA0201.1 LV Switchboards; including all necessary
switchgears, power factor improvement equipment
and accessories. nr *** *** ***
Standby Equipment
BA0301.1 Uninterrupted Power Supply (UPS) System;
including inverter sections, rectifier/charger
sections, battery banks, 4P automatic changeover
switches, static by-pass switches, UPS manual
by-pass switches, surge suppression devices,
interconnecting cables and all necessary
accessories; as shown on Drawing (7.2 kVA) sum *** *** ***
BA0301.2 110V DC Charger c/w Ni-Cd batteries, associated
control wiring & components (30 AH) nr *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I6/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I6 - EAST EAP BUILDING SERVICES, BROUGHT FORWARD ***
CABLING ETC.
ELECTRICAL INSTALLATION
Main and Sub-main Distribution
BA0401.1 MCCB Board, ▇▇▇▇, ▇ ▇▇▇, ▇▇▇ c/w incoming
breaker nr *** *** ***
BA0401.2 MCCB Board, ▇▇▇▇, ▇ ▇▇▇, ▇▇▇ c/w incoming
breaker nr *** *** ***
BA0401.3 MCCB unit, TP up to 63A nr *** *** ***
BA0401.4 MCB Board, ▇▇▇▇, ▇▇ ▇▇▇, ▇▇▇ c/w incoming
breaker nr *** *** ***
BA0401.5 MCB Board, ▇▇▇▇, ▇▇ ▇▇▇, ▇▇▇ c/w incoming
breaker nr *** *** ***
BA0401.6 MCB Board, ▇▇▇▇, ▇ ▇▇▇, ▇▇▇ c/w incoming breaker nr *** *** ***
BA0401.7 MCB unit, SP, 10-32A nr *** *** ***
BA0401.8 MCB unit, SP, 32-63A nr *** *** ***
BA0401.9 MCB unit, ▇▇, ▇▇-▇▇▇ nr *** *** ***
BA0401.10 MCB unit, ▇▇, ▇▇-▇▇▇ nr *** *** ***
BA0401.11 ▇▇▇/▇▇▇ ▇▇▇▇▇▇▇▇ ▇▇▇▇, ▇▇, ▇▇▇ nr *** *** ***
BA0401.12 ▇▇▇/▇▇▇ ▇▇▇▇▇▇▇▇ ▇▇▇▇, ▇▇, ▇▇▇ nr *** *** ***
BA0401.13 RCD unit, 4P, 32A nr *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I6/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I6 - EAST EAP BUILDING SERVICES, BROUGHT FORWARD ***
CABLING ETC.
ELECTRICAL INSTALLATION
LV Cables and Wirings including necessary fixing
Fire resistant XLPE/SWA/▇▇▇▇ Copper cables; with
copper conductors
Fixing to cable trays or ladders or other
surfaces
BA0406.4 2-cores; 6mm2 m *** *** ***
Termination nr *** *** ***
BA0406.5 4-cores; 10 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.6 4-cores; 25 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.7 4-cores; 35 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.8 4-cores; 50 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.9 4-cores; 70 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.10 4-cores; 95 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.11 4-cores; 120 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.12 4-cores; 150 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.13 4-cores; 185 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.14 4-cores; 240 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.15 4-cores; 400 mm2 m *** *** ***
Termination nr *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I6/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I6 - EAST EAP BUILDING SERVICES, BROUGHT FORWARD ***
CABLING ETC.
ELECTRICAL INSTALLATION
XLPE/SWA/▇▇▇▇ Copper cables; with copper
conductors
Fixing to cable trays or ladders or other
surfaces
BA0406.18 4-cores; 25 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.19 4-cores; 35 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.20 4-cores; 50 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.21 4-cores; 70 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.22 4-cores; 95 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.23 4-cores; 120 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.24 4-cores; 150 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.25 4-cores; 185 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.26 4-cores; 240 mm2 m *** *** ***
Termination nr *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I6/4 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I6 - EAST EAP BUILDING SERVICES, BROUGHT FORWARD ***
CABLING ETC.
Electrical Installation
Lighting and power
Final circuits in copper cables and conduits
BA0507.1 lighting points nr *** *** ***
BA0507.2 small power points for 13A socket outlet nr *** *** ***
BA0507.3 small power points for 13A FSU nr *** *** ***
Lighting fittings; complete with associated
lamps or tubes
BA0508.2 Fluorescent luminaries; 58W, twin tubes weather
proof type nr *** *** ***
BA0508.3 Fluorescent luminaries; 36W, twin tubes nr *** *** ***
BA0508.4 Fluorescent luminaries; 36W, twin tubes complete
with 2 hours maintained type battery and charger nr *** *** ***
BA0508.5 Low bay luminaries c/w control gears nr *** *** ***
BA0508.6 Flood light fitting c/w control gears nr *** *** ***
BA0508.7 EXIT signage
complete with 2 hours maintained type battery
and charger nr *** *** ***
BA0508.8 8m Lamp ploe c/w street lamp nr *** *** ***
BA0508.9 Wall mount external flood light to IP 65 nr *** *** ***
Accessories
BA0508.10 Lighting switches and socket outlets sum *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I6/5 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I6 - EAST EAP BUILDING SERVICES, BROUGHT FORWARD ***
CABLING ETC.
Electrical Installation
Earthing and Lighning Protection System
Earthing system c/w components and fixings
BA0809.1 Earth mat c/w earth rods for test electrode,
test link set *** *** ***
BA0809.2 50x6mm earth terminals and accessories sum *** *** ***
Lightning Protection System including components
and fixings
BA0809.3 Airtermination network and down conductors sum *** *** ***
BA0809.4 Lightning earth pit c/w earth rods and test link nr *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I6/6 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I6 - EAST EAP BUILDING SERVICES, BROUGHT FORWARD ***
CABLING ETC.
Electrical Installation
Trunking, Ducting, Cable Trays and Conduits
Hot dipped galvanised sheet steel cable trays
and fittings & support
BA1005.1 100mm wide m *** *** ***
BA1005.2 150mm wide m *** *** ***
BA1005.3 200mm wide m *** *** ***
BA1005.4 300mm wide m *** *** ***
BA1005.5 400mm wide m *** *** ***
BA1005.6 500mm wide m *** *** ***
BA1005.7 600mm wide m *** *** ***
BA1005.8 1000mm wide m *** *** ***
Hot dipped galvanised steel sheet truncking and
fittings; B.S. 4678; including all painting
BA1005.23 200 x 200 mm trunkings; 1 compartment m *** *** ***
BA1005.24 200 x 100 mm trunkings; 1 compartment m *** *** ***
BA1005.25 300 x 100 mm trunkings; 1 compartment m *** *** ***
BA1005.26 100 x 100 mm trunkings; 1 compartment m *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I6/7 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I6 - EAST EAP BUILDING SERVICES, BROUGHT FORWARD ***
CABLING ETC.
Electrical Installation
Sundries
Allow for the following and executing to the
satifaction of the Engineer
Provision of testing including integrated
testing, setting to work and commissioning the
complete Electrical System
BA1110.1 generally sum *** *** ***
Provision of mock-up as per specification
BA1110.2 generally sum *** *** ***
Training of Employer's staff as per
specification
BA1110.3 generally sum *** *** ***
Provision of plates, discs, labels, tags,
coloured stencil and painted bands for plant,
equipment, cables, switches and the like
BA1110.4 generally sum *** *** ***
Provision of fire stopping including internal
fire barriers to trunking, busbar trunking,
inside pipe sleeves etc. and the like
BA1110.5 generally sum *** *** ***
Provision of tools and special equipment for
operating and maintenance purposes as per
specification
BA1110.6 generally sum *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I6/8 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I6 - EAST EAP BUILDING SERVICES, BROUGHT FORWARD ***
CABLING ETC.
Electrical Installation
Sundries
Allow for the following and executing to the
satifaction of the Engineer
Preparation of all installation and
fabrication/shop drawings required and
distribution after review.
BA1110.7 generally sum *** *** ***
Preparation of design data required submission
and distribution after review
BA1110.8 generally sum *** *** ***
Preparation of builder's works drawings required
submission and distribution after review
BA1110.9 generally sum *** *** ***
Preparation of "as built" record drawings as
specified
BA1110.10 generally sum *** *** ***
Provision of Operation & Maintenance Manuals as
specified
BA1110.11 generally sum *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I6/9 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I6 - EAST EAP BUILDING SERVICES, BROUGHT FORWARD ***
CABLING ETC.
Mechanical Installation
Ventilation System
Equipment and ancillaries
Ventilation fans; completed with all necessary
accessories and connections
BB0601.1 generally nr *** *** ***
Galvanised steel sheet rectangular ducts and
fittings
BB0601.2 Fixing to or suspending from soffit m2 *** *** ***
Staircase Pressurisatin System
Equipment and ancillaries
complete with one duty and one standby fan (heat
resistance), bypass damper, pressure differential
sensors, smoke probe, controls, ductwork and
accessories
BB0801.1 Air flow rate 12.0m3/s; 600Pa nr *** *** ***
BB0801.2 Air flow rate 16.0m3/s; 900Pa nr *** *** ***
Galvanised steel sheet rectangular ducts and
fittings
BB0801.3 Fixing to or suspending from soffit
0.6-1.2mm thick m2 *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I6/10 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I6 - EAST EAP BUILDING SERVICES, BROUGHT FORWARD ***
CABLING ETC.
Mechanical Installation
Air Conditioning System
Equipment and ancillaries
Split Type Air-conditioning units; with filters,
insulation, drain pans, all necessary
accessories and connections
BB0703.1 below 15kW cooling capacity nr *** *** ***
Condensate Drain System complete with G.S Pipe,
Drain Pan, Fittings with Insulation, Support and
Connection to Drainage System
BB0703.2 up to 32mm diameter pipe m *** *** ***
Control systems : electrical and control for ECS
Equipment and ancillaries
ECS equipment control panel
BB1201.1 generally nr *** *** ***
Staircase pressurisation control panel &
Accessories
BB1201.2 generally nr *** *** ***
Allow for
Design, supply and installation of power supply
& control system from ECS equipment control
panel to ECS equipment
BB1201.3 generally sum *** *** ***
Design, supply and installation of interfacing
work for ECS and FS systems
BB1201.4 generally sum *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I6/11 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I6 - EAST EAP BUILDING SERVICES, BROUGHT FORWARD ***
CABLING ETC.
Mechanical Installation
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 ECS Installation
BB1909.1 generally sum *** *** ***
Provision of mock-up as per specification
BB1909.2 generally sum *** *** ***
Training of Employer's staff as per
specification
BB1909.3 generally sum *** *** ***
Provision of tools and special equipment for
operating and maintenance purposes as per
specification
BB1909.4 generally sum *** *** ***
Provision of plates, discs, labels, tags,
coloured stencil and painted bands for plant,
equipment, ancillaries, pipe and ducts, valves
and the like as specification
BB1909.5 generally sum *** *** ***
Providing fire stopping including internal fire
barriers to trunking, busbar trunking, inside
pipe sleeves etc. and the like
BB1909.6 generally sum *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I6/12 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I6 - EAST EAP BUILDING SERVICES, BROUGHT FORWARD ***
CABLING ETC.
MECHANICAL INSTALLATION
Sundries
Allow for the following and executing to the
satisfaction of the Engineer
Preparation of all installation and
fabrication/shop drawings required and
distribution after review
BB1909.7 generally sum *** *** ***
Preparation of design data required submission and
distribution after review
BB1909.8 generally sum *** *** ***
Preparation of builder's works drawing required
submission and distribution after review
BB1909.9 generally sum *** *** ***
Prepartion of "as built" record drawings as
specified
BB1909.10 generally sum *** *** ***
Provision of Operation & Maintenance Manuals as
specified
BB1910.11 generally sum *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I6/13 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY 16 - EAST EAP BUILDING SERVICES, BROUGHT FORWARD ***
CABLING ETC.
Fire Services Installation
Fire Hydrant and Hosereel System
Galvanised steel pipes and fitting
BB1602.1 25mm diameter m *** *** ***
BB1602.2 100mm diameter m *** *** ***
In-line equipment
BB1602.7 Hose reels nr *** *** ***
BB1602.8 fire hydrant nr *** *** ***
BB1602.9 fire hydrant twin inlet c/w non return valve nr *** *** ***
BB1602.22 automatic air vent nr *** *** ***
Painting
BB1602.23 Preparing; priming; finish coats on galvanised
metal works; to pipe and tubing sum *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I6/14 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I6 - EAST EAP BUILDING SERVICES, BROUGHT FORWARD ***
CABLING ETC.
Fire Services Installation
Sprinkler System
Equipment and ancillaries
Pumps
BB1601.1 2700 1/min at 200kPa nr *** *** ***
BB1601.2 30 1/min at 550kPa nr *** *** ***
BB1601.3 pump control panel included associated
electrical works set *** *** ***
Ductile iron pipe to BS EN 545 class K 12 with
cement lining inside and bitumen and zinc coated
outside c/w fitting, hanger, support, painting
and accessories etc m *** *** ***
B1601.4 200mm diameter m *** *** ***
Galvanised steel pipes and fitting
BB1601.5 150mm diameter m *** *** ***
BB1601.6 100mm diameter m *** *** ***
BB1601.7 80mm diameter m *** *** ***
BB1601.8 65mm diameter m *** *** ***
BB1601.9 50mm diameter m *** *** ***
BB1601.10 40mm diameter m *** *** ***
BB1601.11 32mm diameter m *** *** ***
BB1601.12 25mm diameter m *** *** ***
BB1601.13 20mm diameter m *** *** ***
BB1601.14 15mm diameter m *** *** ***
Sprinkler control valve set c/w water motor
alarm gong, by-pass facility and associated
accessories etc.
BB1601.15 150 diameter set *** *** ***
Flow switch
BB1601.16 100mm diameter nr *** *** ***
Subsidiary valve
BB1601.17 100mm diameter nr *** *** ***
BB1601.18 sprinkler twin inlet c/w non return valve nr *** *** ***
BB1601.19 sprinkler head 68 deg.C conventional type nr *** *** ***
Gate valve c/w monitoring micro-switch
BB1601.20 200mm diameter nr *** *** ***
BB1601.21 150mm diameter nr *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I6/15 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I6 - EAST EAP BUILDING SERVICES, BROUGHT FORWARD ***
CABLING ETC.
FIRE SERVICES INSTALLATION
Sprinkler System (con't)
Check valve
BB1601.22 150mm diameter nr *** *** ***
Stainer
BB1601.23 150mm diameter nr *** *** ***
Flexible connector
BB1601.24 150mm diameter nr *** *** ***
Ball float valve
BB1601.25 150mm diameter nr *** *** ***
Vortex inhibitor
BB1601.26 200mm diameter nr *** *** ***
Puddle flange
BB1601.27 200mm diameter nr *** *** ***
Direct reading flow meter
BB1601.28 150mm diameter nr *** *** ***
BB1601.29 level float switch controller set *** *** ***
BB1601.30 pressure gauge c/w gate valve nr *** *** ***
BB1601.31 pressure switch c/w accessories nr *** *** ***
BB1601.32 check meter position set *** *** ***
BB1601.33 water tank accessories included vent pipe, drain
pipe, overflow c/w warning pipe set *** *** ***
BB1601.34 automatic air vent nr *** *** ***
Painting
BB1601.35 Preparing; priming; finish coats on galvanised
metal works; to pipe and tubing sum *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I6/16 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I6 - EAST EAP BUILDING SERVICES, BROUGHT FORWARD ***
CABLING ETC.
Fire Services Installation
Street Hydrant System
Equipment and ancillaries
pumps
BB1603.1 4000 1/min at 650kPa nr *** *** ***
BB1603.2 30 1/min at 700kPa nr *** *** ***
BB1603.3 pump control panel included associated
electrical works set *** *** ***
Ductile iron pipe to BS EN 545 class K12 with
cement lining inside and bitumen and zinc coated
outside c/w fitting, hanger, support, painting
and accessories etc
BB1603.4 200mm diameter m *** *** ***
Galvanised steel pipes and fitting
BB1603.5 150mm diameter m *** *** ***
In-line equipment
BB1603.6 street hydrant nr *** *** ***
Underground gate valve
BB1603.7 150mm diameter nr *** *** ***
Gate valve
BB1603.8 200mm diameter nr *** *** ***
Check valve
BB1603.9 200mm diameter nr *** *** ***
Stainer
BB1603.10 200mm diameter nr *** *** ***
Flexible connector
BB1603.11 200mm diameter nr *** *** ***
Ball float valve
BB1603.12 150mm diameter nr *** *** ***
Vortex inhibitor
BB1603.13 200mm diameter nr *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I6/17 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I6 - EAST EAP BUILDING SERVICES, BROUGHT FORWARD ***
CABLING ETC.
Fire Services Installation
Street Hydrant System (con't)
Puddle flange
BB1603.14 200mm diameter nr *** *** ***
BB1603.15 level float switch controller set *** *** ***
BB1603.16 pressure gauge c/w gate valve nr *** *** ***
BB1603.17 pressure switch c/w accessories nr *** *** ***
BB1603.18 check meter position set *** *** ***
BB1603.19 water tank accessories included vent pipe, drain
pipe, overflow c/w warning pipe set *** *** ***
BB1603.20 automatic air vent nr *** *** ***
Painting
BB1603.21 Preparing; priming; finish coats on galvanised
metal works; to pipe and tubing sum *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I6/18 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I6 - EAST EAP BUILDING SERVICES, BROUGHT FORWARD ***
CABLING ETC.
Fire Services Installation
Fire Alarm and Detection System
BB1604.1 analogue addressable fire control panel set *** *** ***
BB1604.2 pump and tank status display c/w 80 LED set *** *** ***
BB1604.3 battery, charger and accessories set *** *** ***
BB1604.4 smoke / heat detector nr *** *** ***
BB1604.5 monitor / control module nr *** *** ***
Alarm ▇▇▇▇
BB1604.6 150mm diameter nr *** *** ***
BB1604.7 250mm diameter nr *** *** ***
BB1604.8 break glass unit nr *** *** ***
BB1604.9 24V D.C. dry contract for interfacing with other
system nr *** *** ***
BB1604.10 G.I. Conduit / trunking c/w support and
accessories lot *** *** ***
surface conduit
conceal conduit
flexible conduit
trunking
BB1604.11 direct telephone line to FSCC c/w alarm
transmitter, relays, accessories, and first year
rental charge lot *** *** ***
BB1604.12 1/c 1.5mm/2/ PVC LSOH copper cable lot *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I6/19 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I6 - EAST EAP BUILDING SERVICES, BROUGHT FORWARD ***
CABLING ETC.
Fire Services Installation
Total Flooding System
Equipment and ancillaries
BB1605.1 FM200 control panels; including batteries and
chargers and automatic/manual lock off units nr *** *** ***
BB1605.2 Gas cylinders to B.S. 5045; including gas,
automatic pressure release device, gas valve/
actuator, pressure gauge, flexible hose, check
valve, safety latches, dischange nozzle and all
necessary accessories (72 kg) nr *** *** ***
Seamless carbon steel pipes and fitting
BB1605.3 65mm diameter m *** *** ***
BB1605.4 50mm diameter m *** *** ***
BB1605.5 40mm diameter m *** *** ***
BB1605.6 25mm diameter m *** *** ***
BB1605.7 20mm diameter m *** *** ***
Printing
BB1605.8 preparing; priming; finish coats on carbon steel
works; to pipe and tubing sum *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I6/20 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I6 - EAST EAP BUILDING SERVICES, BROUGHT FORWARD ***
CABLING ETC.
Fire Services Installation
Sundries
Portable fire equipment
BB1606.1 4.5 kg carbon dioxide nr *** *** ***
Allow for the following and executing to the
satifaction of the Engineer
Provision of testing, including integrated
testing, setting to work and commissioning the
complete Fire Service Installation
BB1609.1 generally sum *** *** ***
Provision of mock-up as per specification
BB1609.2 generally sum *** *** ***
Traning of Employer's staff as per specification
BB1609.3 generally sum *** *** ***
Providong of plates, discs, labels, tags,
coloured stencil and painted bands for plant,
equipment, ancillaries, pipe and ducts, valves
and the like
BB1609.4 generally sum *** *** ***
Providing fire stopping including internal fire
barriers to truncking, busbar trunking, inside
pipe sleeves etc. and the like
BB1609.5 generally sum *** *** ***
Provision of tools and special equipment for
operating and maintenance purposes as per
specification
BB1609.6 generally sum *** *** ***
Preparation of all installation and
fabrication/shop drawings required and
distribution after review
BB1609.7 generally sum *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I6/21 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I6 - EAST EAP BUILDING SERVICES, BROUGHT FORWARD ***
CABLING ETC.
Fire Services Installation
Sundries
Allow for the following and executing to the
satifaction of the Engineer (Cont'd)
Preparation of design data required submission
and distribution after review
BB1609.8 generally sum *** *** ***
Preparation of builder's works drawing required
submission and distribution after review
BB1609.9 generally sum *** *** ***
Preparation of "as built" record drawing as
specified
BB160.10 generally sum *** *** ***
Provision of operation & maintenance manual as
specified
BB160.11 generally sum *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I6/22 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I6 - EAST EAP BUILDING SERVICES, BROUGHT FORWARD ***
CABLING ETC.
Plumbing and Drainage Installation
Plumbing System
Plastic coated copper tube to BSEN 1057:1996 and
plastic to BS 3412 c/w fitting, hanger, support,
and accessories etc
BC0702.1 40 mm diameter m *** *** ***
BC0702.2 20 mm diameter m *** *** ***
Ductile iron pipe to BSEN 545 c/w fitting,
hanger, support, and accessories etc
BC0702.3 67 mm diameter m *** *** ***
BC0702.4 80 mm diameter m *** *** ***
BC0702.5 Valve & accessories sum *** *** ***
Fibre-glass Reinforced PVC (FRP) water tank
including accessories of vent pipe, drain pipe,
overflow etc
BC0701.3 450 Litre nr *** *** ***
BC0701.6 Water meter including associated accessories nr *** *** ***
BC0701.7 pump control panel included associated
electrical works set *** *** ***
BC0701.8 Water pump c/w control panel, float switch and
accessories nr *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I6/23 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I6 - EAST EAP BUILDING SERVICES, BROUGHT FORWARD ***
CABLING ETC.
Plumbing and Drainage Installation
Drainage system
Ductile iron pipe c/w fitting, support and
accessories to BSEN 598
BC0305.1 100 mm diameter m *** *** ***
PVC pipe c/w fitting, support and
accessories to BS 5255
BC0305.2 50 mm diameter m *** *** ***
Rainwater Outlet c/w accessories
BC0305.3 100 mm diameter nr *** *** ***
Floor drain c/w accessories
BC0305.4 100 mm diameter nr *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I6/24 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I6 - EAST EAP BUILDING SERVICES, BROUGHT FORWARD ***
CABLING ETC.
Plumbing and Drainage Installation
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 ECS Installation
BC1309.1 generally sum *** *** ***
Provision of mock-up as per specification
BC1309.2 generally sum *** *** ***
Training of Employer's staff as per
specification
BC1309.3 generally sum *** *** ***
Provision of tools and special equipment for
operating and maintenance purposes as per
specification
BC1309.4 generally sum *** *** ***
Provision of plates, discs, labels, tags,
coloured stencil and painted bands for plant,
equipment, ancillaries, pipe and ducts, valves
and the like as specification
BC1309.5 generally sum *** *** ***
Providing fire stopping including internal fire
barriers to trunking, busbar trunking, inside
pipe sleeves etc. and the like
BC1309.6 generally sum *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I6/25 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURE
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I6 - EAST EAP BUILDING SERVICES, BROUGHT FORWARD ***
CABLING ETC.
Plumbing and Drainage Installation
Allow for the following and executing to the
satisfaction of the Engineer
Preparation of all installation and
fabrication/shop drawings required and
distribution after review
BC1309.7 generally sum *** *** ***
Preparation of design data required submission
and distribution after review
BC1309.8 generally sum *** *** ***
Preparation of builder's works drawing required
submission and distribution after review
BC1309.9 generally sum *** *** ***
Preparation of "as built" record drawings as
specified
BC1309.10 generally sum *** *** ***
Provision of Operation & Maintenance Manuals as
specified
BC1309.11 generally sum *** *** ***
--------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY I6 TO ACTIVITY 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]
9 August 2002 Page I6/26 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I7 - EMERGENCY PASSENGER EGRESS -
STRUCTURE AND CIVIL WORKS
In-situ Concrete
Provision of concrete
F280 Provision of reinforced concrete designed mix
grade 40-D; temperarture cat. A m3 *** *** ***
Placing of concrete
Reinforced
F624 Bases and ground slabs thickness: exceeding 500m m3 *** *** ***
(in pile cap / ground beam)
F632 Suspended slabs thickness: 150-300mm m3 *** *** ***
F643 Wall thickness: 150 - 300mm m3 *** *** ***
F689 Steps, stairs and landings etc m3 *** *** ***
Concrete Ancillaries
Formwork; formed surfaces F2
G345 Vertical width exceeding 1.22m (ground beam) m2 *** *** ***
Formwork; formed surfaces F4
G315 Horizontal width exceeding 1.22m (underside upper
floor & roof slabs) m2 *** *** ***
G325 Sloping width exceeding 1.22m (underside stair) m2 *** *** ***
G345 Vertical width exceeding 1.22m (wall) m2 *** *** ***
Reinforcement
G529 High yield steel bar reinforement t *** *** ***
Concrete accessories
G819 Finishing of top surfaces; unformed surface U3 m2 *** *** ***
X900 Builder Miscellaneous works sum *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page I7/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I7 - EMERGENCY PASSENGER EGRESS - BROUGHT FORWARD ***
STRUCTURE AND CIVIL WORKS
Waterproofing
Roofing
W331 waterproof sheeting; upper surfaces inclined at
an angle not exceeding 30 degree to the
horizontal m2 *** *** ***
Protective layers
W441 50mm thick cement and sand screed laid to fall
upper surfaces inclined at an angle not exceeding
30 degree to the horizontal m2 *** *** ***
External
W143 2 layers of sprayed applied waterproofing mem. m2 *** *** ***
W490 225mm brickwork wall protection m2 *** *** ***
--------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY I7 TO ACTIVITY 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]
9 August 2002 Page I7/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I8 - EMERGENCY PASSENGER EGRESS - BROUGHT FORWARD ***
FINISHING WORKS
Metal Doors and Frames
Two hours fire rated doors and frames
AE110 single stainless steel doors; with stainless
steel frame, selected colour paint system;
overall size 1.0m x 2.2m high nr *** *** ***
Specialist Architectural Metalwork
AH999 Metal handrail; 800mm high (edge of staircase) m *** *** ***
Plastering, Rendering and Wall Linings
INTERNAL
Floors
AJ240.1 granolithic screed floated and sealed m2 *** *** ***
Stairs and steps
AJ240.2 granolithic screed floated and sealed m2 *** *** ***
Architectural Coatings and Special Finishings
Emulsion paint
Concrete
AT933 Upper surfaces inclined at an angle not
exceeding 30 degree to the horizontal m2 *** *** ***
Epoxy paint
Concrete
AT932 Surfaces inclined at an angle exceeding 60 degree
to the horizontal m2 *** *** ***
Plaster and render
AT942 Upper surfaces inclined at an angle at 30 degree
- 60 degree to the horizontal m2 *** *** ***
--------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY I8 TO ACTIVITY 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]
9 August 2002 Page I8/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE I - EMERGENCY ACCESS POINTS STRUCTURES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY I9 - EAST APPROACH EAP - BUILDING
SERVICES, CABLING ETC. SELECTED EXCAVATED
MATERIAL OTHER THAN TOPSOIL OR ROCK
***
--------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY I9 TO ACTIVITY 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]
9 August 2002 Page I9/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY J1 - END WALL (PERMANENT DIAPHRAGM
WALL) FOR FUTURE KWU TUNG STATION
Ground Investigation
A345 Method related charges, plant, boring &
drilling. Mobilisation and site establishment sum *** *** ***
Rotary drilled boreholes
Numbers
B310 Core of NX size nr *** *** ***
Depth without core recovery; core of NX size;
commence from original surface
B335 In holes of maximum depth; 30 - 40m m *** *** ***
Depth with core recovery; core of NX size;
commence from original surface
B345 In holes of maximum depth; 30 - 40m m *** *** ***
Depth cased
B359 For core of NX size m *** *** ***
B360.1 Depth backfilled with imported granular material m *** *** ***
B360.2 Depth backfilled with cement mortar m *** *** ***
Core boxes; length of core 1500mm
B379 Core of NX size nr *** *** ***
Site tests and observations
B513 Standard penetration test nr *** *** ***
Laboratory tests
Rock strength
B771 Unconfined compressive strength of core sample nr *** *** ***
B775 Point load index test nr *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J1/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY J1 - END WALL (PERMANENT DIAPHRAGM BROUGHT FORWARD ***
WALL) FOR FUTURE KWU TUNG STATION
Geotechnical And Other Specialist
Processes
A337 Method related charges - Site establishement and
mobilization for Diaphragm walls sum *** *** ***
Diarphagm walls
C610 Excavation in material other than rock; wall
1000mm thick m3 *** *** ***
Concrete; grade 45D/20; category C temperature
requirement
C640.1 D. Wall m3 *** *** ***
C640.2 Backfill D.Wall with lean mix concrete m3 *** *** ***
Deformed high yield steel bar reinforcement to
BS4449
C666 Nominal size;16-40mm t *** *** ***
C669.1 Couplers; nominal size 25mm nr *** *** ***
C669.2 Couplers; nominal size 40mm nr *** *** ***
C690 2 nos. 10m x 10m continuous fibre reinforcement
CFR sum *** *** ***
Guide walls
C680 Guide walls m *** *** ***
Diaphragm wall testing
C690.1 Coring of cast in place concrete diaphragm walls m *** *** ***
C690.2 Interface coring of cast in place concrete
diaphragm wall nr *** *** ***
C690.3 Non-destructive integrity; sonic testing of
completed diaphragm wall panels nr *** *** ***
C690.4 Compressive strength tests of cored concrete
diaphragm wall nr *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J1/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY J1 - END WALL (PERMANENT DIAPHRAGM BROUGHT FORWARD ***
WALL) FOR FUTURE KWU TUNG STATION
Cut-off surplus length
C690.5 Width 1000mm m *** *** ***
Shear Pins
C790 Shear pins; 190mm diameter drillhole x 3500mm
long; including drilling into rock, strip clips,
spacers, 4 x 40mm diameter high yield steel bar
and non-shrink cement grout to drillhole nr *** *** ***
--------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY J1 TO COST CENTRE 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]
9 August 2002 Page J1/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY J2 - KWU TUNG VENTILATION BUILDING;
PILING AND DIAPHRAGM WALLS (SERVING AS
UNDERGROUND EXTERNAL WALLS OF KTU VENTILATION
BUILDING)
Ground Investigation
A345 Method related charges, plant, boring & drilling.
Mobilisation and site establishment. sum *** *** ***
Rotary drilled boreholes
Numbers
B310 Core of NX size nr *** *** ***
Depth without core recovery; core of NX size;
commence from original surface
B335 In holes of maximum depth; 30 - 40m m *** *** ***
Depth with core recovery; core of NX size;
commence from original surface
B345 In holes of maximum depth; 30 - 40m m *** *** ***
Depth cased
B360.1 Depth backfilled with imported granular material m *** *** ***
B360.2 Depth backfilled with cement mortar m *** *** ***
Core boxes; length of core 1500mm
B379 Core of NX size nr *** *** ***
Site tests and observations
B513 Standard penetration test nr *** *** ***
Laboratory tests
Rock strength
B771 Unconfined compressive strength of core sample nr *** *** ***
B775 Point load index test nr *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J2/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY J2 - KWU TUNG VENTILATION BUILDING; BROUGHT FORWARD ***
PILING AND DIAPHRAGM WALLS (SERVING AS
UNDERGROUND EXTERNAL WALLS OF KTU VENTILATION
BUILDING)
Geotechnical and Other Specialist Processes
A337 Method related charges -Site establishement and
mobilization for Diaphragm walls sum *** *** ***
Diarphagm walls
C610 Excavation in material other than rock; wall
1000mm thick m3 *** *** ***
Concrete; grade 45D/20; category C temperature
requirement
C640 D. Wall m3 *** *** ***
Deformed high yield steel bar reinforcement to
BS4449
C666 Nominal size; 16-40mm t *** *** ***
C669.1 Couplers; nominal size 25mm nr *** *** ***
C669.2 Couplers; nominal size 32mm nr *** *** ***
C669.3 Couplers; nominal size 40mm nr *** *** ***
C690 4 nos. 10m x 10m continuous fibre reinforcement
CFR sum *** *** ***
Guide walls
C680 Guide walls m *** *** ***
Diaphragm wall testing
C690.1 Coring of cast in place concrete diaphragm walls m *** *** ***
C690.2 Interface coring of cast in place concrete
diaphragm wall nr *** *** ***
C690.3 Non-destructive integrity; sonic testing of
completed diaphragm wall panels nr *** *** ***
C690.4 Compressive strength tests of cored concrete
diaphragm wall nr *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J2/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY J2 - KWU TUNG VENTILATION BUILDING; BROUGHT FORWARD ***
PILING AND DIAPHRAGM WALLS (SERVING AS
UNDERGROUND EXTERNAL WALLS OF KTU VENTILATION
BUILDING)
Cut-off surplus length
C690.5 Width 1000mm m *** *** ***
Shear Pins
C790 Shear pins; 190mm diameter drillhole x 3500mm
long; including drilling into rock, strip clips,
spacers, 4 x 40mm diameter high yield steel bar
and non-shrink cement grout to drillhole nr *** *** ***
Pumping Test
A356 Pumping test (10 no. pump well) sum *** *** ***
Pre-bored H piles 550mm internal diameter
A337 Mobilisation and site establishment sum *** *** ***
P131 Nr of piles, 30-40 m long nr *** *** ***
P133.1 Boring of piles measured from ground level to toe
level m *** *** ***
P133.2 Extra over for boring in rock m *** *** ***
P139.1 Supply and install grade 55C steel section. m *** *** ***
P139.2 Non shrink cement grout strength 40 MPa m *** *** ***
P132 Backfilling from Ground level to grout level by
approved material m *** *** ***
P139.3 Cutting Off surplus Length nr *** *** ***
P139.4 Preparing Heads nr *** *** ***
Piling Ancillaries
P139.5 Proof load test in tension - Maximum capacity
1000t nr *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J2/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY J2 - KWU TUNG VENTILATION BUILDING; BROUGHT FORWARD ***
PILING AND DIAPHRAGM WALLS (SERVING AS
UNDERGROUND EXTERNAL WALLS OF KTU VENTILATION
BUILDING)
Temporary works for TBM break In and Break
A337 Method related charges, plant, mobilisation and
site establishment sum *** *** ***
A288.1 Slurry wall for the Break In m2 *** *** ***
A288.2 Slurry wall for the Break Out m2 *** *** ***
A288.3 Install pumping ▇▇▇▇▇ ▇▇ *** *** ***
A288.4 Perform pumping test. sum *** *** ***
--------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY J2 TO COST CENTRE 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]
9 August 2002 Page J2/4 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY J3 - KTU VENTILATION BUILDING;
STRUCTURES ABOVE ROOF OF VENTILATION BUILDING
Method Related Charges
A370 Site supervision sum *** *** ***
In-situ Concrete
Provision of concrete of designed mix
F283 Class: 40/20; concrete category B temperature
requirements m3 *** *** ***
F293 Class: 45/20; concrete category B temperature
requirements m3 *** *** ***
Placing of reinforced concrete
F632 Suspended slabs thickness: 150-300mm m3 *** *** ***
F642 Wall thickness: 150 - 300mm m3 *** *** ***
F653 Columns and piers; cross-sectional area;
0.1 - 0.25 m2 m3 *** *** ***
F664 Beam cross-sectional area : 0.25 - 1 m2 m3 *** *** ***
Other concrete forms
F680 Steps and stairs m3 *** *** ***
Formwork; formed surfaces F4
G315 Horizontal width exceeding 1.22m m2 *** *** ***
G325 Horizontal; sloping width exceeding 1.22m m2 *** *** ***
G342 Vertical; width 0.1 - 0.2 m *** *** ***
G345 Vertical width exceeding 1.22m m2 *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J3/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY J3 - KTU VENTILATION BUILDING; BROUGHT FORWARD ***
STRUCTURES ABOVE ROOF OF VENTILATION BUILDING
Formwork F4; for concrete components of
constant cross-section
G381.1 beams ; 500 x 750 mm m *** *** ***
G381.2 beams ; 900 x 750 mm m *** *** ***
G382 columns ; 700 x 700mm m *** *** ***
Reinforcement
G520 High yield steel bar reinforement t *** *** ***
CONCRETE ANCILLARIES
Concrete accessories
G815 Finishing of top surfaces; unformed surface U3 m2 *** *** ***
BUILDER'S WORKS
X900 Builder's works in connection with building
services sum *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J3/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY J3 - KTU VENTILATION BUILDING; BROUGHT FORWARD ***
STRUCTURES ABOVE ROOF OF VENTILATION BUILDING
Roofing
25mm thick cement sand screed to receive
waterproofing membrane; including 25x25 angle
fillet.
W441 general; horizontal m2 *** *** ***
Horizontal waterproofing
W331 2 layer of single skin waterproofing membrane m2 *** *** ***
50mm CFC free insulation board lay on top of
waterproofing membrane
Z231 general; horizontal m2 *** *** ***
300x300mm concrete tiles on 50mm semi-dry cement
sand screed bedding on top of insulation
Z422 general; horizontal m2 *** *** ***
Vertical waterproofing
W333 skirting; 225mm high m *** *** ***
Cement sand screeding with chicken wire mesh on
waterproofing membrane
W443 skirting; 225mm high m *** *** ***
Form 200 wide surface drainage channel
Z900 general m *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J3/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY J3 - KTU VENTILATION BUILDING; BROUGHT FORWARD ***
STRUCTURES ABOVE ROOF OF VENTILATION BUILDING
Internal - floor
Granolithic screed floated with hardener
Z411.1 screeding to stair landing m2 *** *** ***
Z415.1 screeding to stair riser m2 *** *** ***
Granolithic screed floated with hardener,
non-slip ceramic nosing tile
Z415.2 screeding to stair tread m2 *** *** ***
Granolithic screed floated and sealed
Z411.2 general m2 *** *** ***
Z415.3 skirting; 100mm high m *** *** ***
Granolithic screed floated and sealed to receive
epoxy paint
Z411.3 general m2 *** *** ***
Z415.4 skirting;100mm high m *** *** ***
Ceramic tiles including bedding and screeding
▇▇▇▇ ▇▇ ▇▇▇▇▇▇ ▇▇▇▇ / ▇▇ ▇▇ *** *** ***
Z425 skirting; 100mm high m *** *** ***
Epoxy paint
Z411.4 general m2 *** *** ***
Z415.5 skirting; 100mm high m *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J3/4 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY J3 - KTU VENTILATION BUILDING; BROUGHT FORWARD ***
STRUCTURES ABOVE ROOF OF VENTILATION BUILDING
Internal - Wall; F4 concrete surface
Ceramic tiles including bedding and screeding
▇▇▇▇ ▇▇ ▇▇▇▇▇▇ ▇▇▇▇ / ▇▇ ▇▇ *** *** ***
Emulsion paint
Z413.1 general m2 *** *** ***
Z415.1 stair case m2 *** *** ***
Epoxy paint
Z413.2 general m2 *** *** ***
Internal - Soffit; F4 concrete surface
Emulsion paint
Z414 general m2 *** *** ***
Z415.2 stair case m2 *** *** ***
Z415.3 inclined soffit; stair case m2 *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J3/5 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J3 - KTU VENTILATION BUILDING; STRUCTURES BROUGHT FORWARD ***
ABOVE ROOF OF VENTILATION BUILDING
EXTERNAL WALL
15 mm cement and sand render to receive ceramic
tiles
Z413 general m2 *** *** ***
Glazed ceramic tiles 90mm x 45mm x 6 mm thick,
bedded with adhesive and grouted with colour grout
Z423 general m2 *** *** ***
EXTERNAL METAL DOORS AND FRAMES
Manufactured double leaf stainless steel door:
w/stainless steel frame; for TX room
Z323.1 size 2m x 3m high nr *** *** ***
Proprietary stainless door; w/ frame, selected
colour paint system
Z323.2 single leaf size l.0mx 2.1m high nr *** *** ***
Z323.3 double leaf size 1.5mx 2.1m high nr *** *** ***
INTERNAL METAL DOORS AND FRAMES
Proprietary 2hr fire rated GMS door; w/ frame,
selected colour paint system
Z323.4 single leaf size l.0mx 2.1m high nr *** *** ***
Z323.5 double leaf size 1.5mx 2.1m high nr *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J3/6 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J3 - KTU VENTILATION BUILDING; STRUCTURES BROUGHT FORWARD ***
ABOVE ROOF OF VENTILATION BUILDING
STEEL AND METAL WORK
Z349.1 Cat ladder in TVF shaft; comply w/BS4211, 1994 and
BS5395 part 3, 1985 m *** *** ***
Z349.2 Metal handrail fixed on wall; including paint; for
staircase m *** *** ***
Z346 600mm wide chequer plate to for TX room & LV room
cable trench m *** *** ***
Z349.3 lifting beam in lift machine room; 30kg/m m *** *** ***
Z349.4 lift shaft ventilation louvre; 450x450 nr *** *** ***
Z349.5 lift shaft inspection door; 450x600 nr *** *** ***
Z349.6 access hatch; size 2mx2m for inside the building nr *** *** ***
Z349.7 GMS framework for supporting the oversize aluminum
louvre; total 200m2 kg *** *** ***
Z349.8 Aluminum weatherproof louvre
overall size 5.0m x 10m high nr *** *** ***
Z349.9 Aluminum weatherproof louvre
overall size 2.0m x 2m high nr *** *** ***
Z349.10 Aluminum weatherproof louvre
overall size 2.2m x 2m high nr *** *** ***
Z349.11 Aluminum weatherproof louvre
overall size 2.5m x 2m high nr *** *** ***
Z349.12 Aluminum weatherproof louvre
overall size 2.0m x 4m high nr *** *** ***
Z349.13 Aluminum weatherproof louvre
overall size less than 0.5m2; total 9 nos. nr *** *** ***
Z349.14 Stainless louvre overall size 1.0m x 1.5m high nr *** *** ***
Z349.15 roof access hatch; size 600x600 nr *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J3/7 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J3 - KTU VENTILATION BUILDING; BROUGHT FORWARD ***
STRUCTURES ABOVE ROOF OF
VENTILATION BUILDING
SIGNAGE
illuminated exit sign over the door leading to the
staircase
X900.1 general nr *** *** ***
Statutory signs
X900.2 general sum *** *** ***
SUPPLY AND FIX THE FOLLOWING IRONMONGERIES
Z341 Stainless steel ball bearing butt hinge with
non-removable pin nr *** *** ***
Z342 Overhead door closer with back check and
built-in pressure relief valve, with S.S. cover nr *** *** ***
Z349.1 Gravity type door coordinator nr *** *** ***
Z343 Mortise storeroom lock with s.s. lever handle on
escutcheon plate and materkeyed nr *** *** ***
Z344.1 Stainless steel exit device with mortise latch,
with s.s. handle and cylinder outside and
materkeyed nr *** *** ***
Z346.1 Stainless steel push plate, 100x300x1.5mm thick nr *** *** ***
Z346.2 Stainless steel push plate, 700x300x1.5mm thick nr *** *** ***
Z346.3 Stainless steel kick plate, 800x200x1.5mm thick nr *** *** ***
Z349.2 Door stop nr *** *** ***
Z344.2 Top & bottom manual flush bolt with 300mm
extension rod nr *** *** ***
Z349.3 Surface mounted door bottom seal with EPDM sponge,
clear anodised aluminum housing nr *** *** ***
---------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY J3 TO COST CENTRE 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]
9 August 2002 Page J3/8 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J4 - KTU VENTILATION BUILDING; STRUCTURES
BETWEEN PLANTROOM LEVEL AND ROOF OF VENTILATION
BUILDING
EARTHWORK
Filling
E634 Filling general; imported material other than
topsoil or rock m3 *** *** ***
IN-SITU CONCRETE
Provision of concrete designed mix
F283 Class: 40/20; concrete catergory B temperature
requirements m3 *** *** ***
F293 C1ass: 45/20; concrete catergory B temperature
requirements m3 *** *** ***
Placing of reinforced concrete
F600 walls and slabs m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F3
Horizontal
G315.1 width: exceeding 1.22 m m2 *** *** ***
G315.2 width: exceeding 1.22 m, support height 6-8m m2 *** *** ***
Vertical
G345 width: exceeding 1.22 m m2 *** *** ***
G382 Formwork for column 1.0m x 1.0m m *** *** ***
G381.1 Formwork for Beams (girth 3-4m) m *** *** ***
G381.2 Formwork for Beams (girth 5m to 6m) m *** *** ***
G381.3 Formwork for Beams (girth 6m to 7.5m) m *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J4/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J4 - KTU VENTILATION BUILDING; STRUCTURES BROUGHT FORWARD ***
BETWEEN PLANTROOM LEVEL AND ROOF OF VENTILATION
BUILDING
Reinforcement
Deformed high yield steel bars to BS 4449
G520 all diameter t *** *** ***
Special joints; screwed sleeve reinforcement
coupler to high yield steel bars
G550.1 T40 Couplers nr *** *** ***
G550.2 T32 Couplers nr *** *** ***
G550.3 T25 Couplers nr *** *** ***
G550.4 T20 Couplers nr *** *** ***
Joints
G690 Sodium bentonite putty with continuous hydrophilic
waterstop m *** *** ***
G815 Concrete finishing U3 m2 *** *** ***
WATERPROOFING
2 layers of spray applied waterproofing membrane
W141 upper surfaces inclined at an angle not exceeding
30 degrees to the horizontal; roof slab m2 *** *** ***
W143 surface inclined at an angle exceeding 60 degree
to the horizontal m2 *** *** ***
100mm thick protection screed to waterproofing
coating
W441 upper surfaces inclined at an angle not exceeding
30 degrees to the horizontal; roof slab m2 *** *** ***
W493 Blockwork wall protection to waterproofing
coating; m2 *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J4/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J4 - KTU VENTILATION BUILDING; STRUCTURES BROUGHT FORWARD ***
BETWEEN PLANTROOM LEVEL AND ROOF OF VENTILATION
BUILDING
Tanking system
W440 upper surfaces inclined at an angle not exceeding
30 degrees to the horizontal; water tank slab m2 *** *** ***
W440 surface inclined at an angle exceeding 60 degree
to the horizontal, water tanks wall m2 *** *** ***
MISCELLANEOUS WORKS
X900.1 Corrosion monitoring system nr *** *** ***
X900.2 Stainless steel step iron for water tank nr *** *** ***
X900.3 Stainless steel cat ladder for water tanks m *** *** ***
X900.4 Mass concrete plinth for protective blockworks
wall size 300x 150mm thick m *** *** ***
Reactive cementitious coating
X900.5 Vertical m2 *** *** ***
X900.6 Clean & Prepare internal face of diaphragm wall to
receive cementitious coating m2 *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J4/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J4 - KTU VENTILATION BUILDING; STRUCTURES BROUGHT FORWARD ***
BETWEEN PLANTROOM LEVEL AND ROOF OF VENTILATION
BUILDING
INTERNAL - FLOOR
Granolithic screed floated with hardener
Z411.1 screeding to stair landing m2 *** *** ***
Z415.1 screeding to stair riser m2 *** *** ***
Granolithic screed floated with hardener, non-slip
ceramic nosing tile
Z415.2 screeding to stair tread m2 *** *** ***
Granolithic screed floated and sealed
Z411.2 general m2 *** *** ***
Z415.3 skirting; 100mm high m *** *** ***
Granolithic screed floated and sealed to receive
epoxy paint
Z411.3 general m2 *** *** ***
Z415.4 skirting; 100mm high m *** *** ***
Waterproof polymer modified cementitious coating
W140 to water tank m2 *** *** ***
Epoxy paint
Z411.4 general m2 *** *** ***
Z415.4 skirting; 100mm high m *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J4/4 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J4 - KTU VENTILATION BUILDING; STRUCTURES BROUGHT FORWARD ***
BETWEEN PLANTROOM LEVEL AND ROOF OF VENTILATION
BUILDING
INTERNAL - WALL; F4 CONCRETE SURFACE
Emulsion paint
Z413.1 general m2 *** *** ***
Z415.1 stair case m2 *** *** ***
Epoxy paint
m2 *** *** ***
Z413.2 general
INTERNAL - WALL; CONCRETE SURFACE
Waterproof polymer modified cementitious coating
Z140.1 to water tank m2 *** *** ***
INTERNAL- SOFFIT; F4 CONCRETE SURFACE
Emulsion paint
Z414.1 general m2 *** *** ***
Z415.2 staircase m2 *** *** ***
Z414.2 Inclined soffit; stair case m2 *** *** ***
Internal - soffit; concrete surface
Waterproof polymer modified cementitious coating
W140.2 to water tank m2 *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J4/5 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J4 - KTU VENTILATION BUILDING; STRUCTURES BROUGHT FORWARD ***
BETWEEN PLANTROOM LEVEL AND ROOF OF VENTILATION
BUILDING
INTERNAL METAL DOORS AND FRAMES
Proprietary 1hr fire rated GMS door; w/ frame,
selected colour paint system
Z323.1 single leaf size l.0mx 2.1m high nr *** *** ***
Z323.2 double leaf size l.5mx 2.1m high nr *** *** ***
Z323.3 clear width and height 3.0mx 3.5m high nr *** *** ***
Proprietary 2hr fire rated GMS door; w/ frame,
selected colour paint system
Z323.4 single leaf size l.0mx 2.1m high nr *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J4/6 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J4 - KTU VENTILATION BUILDING; BROUGHT FORWARD ***
STRUCTURES BETWEEN PLANTROOM
LEVEL AND ROOF OF VENTILATION
BUILDING
STEEL AND METAL WORK
Z349.1 Cat ladder in TVF shaft; comply w/BS4211, 1994 and
BS5395 part 3, 1985 m *** *** ***
Z349.2 Metal handrail fixed on wall; including paint;
type 1 m *** *** ***
Z349.3 Metal safety balustrade for floor openings m *** *** ***
Z349.4 Cat ladder in lift pit m *** *** ***
Z349.5 Cat ladder in water tank; FS tank, street hydrant
tank, & sprinkler tank m *** *** ***
Z349.6 ss access hatch for water tank; FS tank, street
hydrant tank, & sprinkler tank; size 600x600mm nr *** *** ***
Z349.7 access panel; size 0.85mxl.2m at the bottom of
west staircase seal up with fire rated panel nr *** *** ***
Z349.8 lifting beam in TVF room; 50kg/m m *** *** ***
Z349.9 TVF Maintenance Platform; framework kg *** *** ***
Z349.10 TVF Maintenance Platform; grating m2 *** *** ***
4 hr fire rated panel fixed on floor to seal up
opening; panel can withstand aerodynamic pressure
of +- 5KPa.
Z349.11 2.0m x 2.0m square nr *** *** ***
Z349.12 1.0m x 0.4m rectangular nr *** *** ***
Z349.13 1.0m x 4.0m rectangular nr *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J4/7 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J4 - KTU VENTILATION BUILDING; STRUCTURES BROUGHT FORWARD ***
BETWEEN PLANTROOM LEVEL AND ROOF OF VENTILATION
BUILDING
SIGNAGE
illuminated exit sign over the door leading to the
staircase
X900.1 general nr *** *** ***
Statutory signs
X900.2 general sum *** *** ***
SUPPLY AND FIX THE FOLLOWING IRONMONGERIES
Z341 Stainless steel ball bearing butt hinge with
non-removable pin sum *** *** ***
Z342 Overhead door closer with back check and
built-in pressure relief valve, with S.S. cover nr *** *** ***
Z349.1 Gravity type door coordinator nr *** *** ***
Z343 Mortise storeroom lock with s.s. lever handle on
escutcheon plate and materkeyed nr *** *** ***
Z346 Stainless steel push plate, 100x300x1.5mm thick nr *** *** ***
Z349.2 Door stop nr *** *** ***
Z344 Top & bottom manual flush bolt with 300mm
extension rod nr *** *** ***
---------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY J4 TO COST CENTRE 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]
9 August 2002 Page J4/8 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J5 - KTU VENTILATION BUILDING; STRUCTURES
BETWEEN TRACK SLAB LEVEL AND PLANTROOM LEVEL
IN-SITU CONCRETE
Provision of concrete designed mix
F283 Class: 40/20; concrete catergory B temperature m3 *** *** ***
Placing of reinforced concrete
F600 walls and slabs m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F3
G310 Horizontal m2 *** *** ***
G340 Vertical m2 *** *** ***
G381.1 Formwork for Beam (girth 3-4m) m *** *** ***
G381.2 Formwork for Beam (girth 4-5m) m *** *** ***
G381.3 Formwork for Beam (girth 5-6m) m *** *** ***
G381.4 Formwork for Beam (girth 6-7m) m *** *** ***
Reinforcement
G520 Deformed high yield steel bars to BS 4449 all
diameter t *** *** ***
Joints
G690.1 Continuous hydrophilic sealing strips bedded in
hydrophilic sealant m *** *** ***
G690.2 Grout injection tube; open end with stopper nr *** *** ***
G690.3 Post drilling and grouting nr *** *** ***
G690.4 Forming shear key in junction of slab and
diaphragm wall m *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J5/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J5 - KTU VENTILATION BUILDING; STRUCTURES BROUGHT FORWARD ***
BETWEEN TRACK SLAB LEVEL AND PLANTROOM LEVEL
Concrete accessories
G815 Finishing of top surfaces U3 m2 *** *** ***
G823 Clean & Prepare internal face of diaphragm wall
to receive cementitious coating m2 *** *** ***
Construction joint base slab includes CJ
G630 transveral m2 *** *** ***
U-channel
X900.1 200mm half-round U-channel laid to fall with 400mm
wide plinth casted monolithically with floor slab m *** *** ***
X900.2 Reactive cementitious coating (Vertical) m2 *** *** ***
X900.3 Cat ladder m *** *** ***
X900.4 Cat ladder platform nr *** *** ***
X900.5 Metal handrail m *** *** ***
X900.6 Maintainance platform kg *** *** ***
X900.7 Grating m2 *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J5/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J5 - KTU VENTILATION BUILDING; STRUCTURES BROUGHT FORWARD ***
BETWEEN TRACK SLAB LEVEL AND PLANTROOM LEVEL
Z349 Lifting beam kg *** *** ***
Z411.1 Emulsion painting m2 *** *** ***
Z411.2 Epoxy painting m2 *** *** ***
Z313.1 2 hours FRP single leaf door (950 x 2100) nr *** *** ***
Z313.2 2 hours FRP double leaf door (1550 x 2125) nr *** *** ***
X900.1 illuminate signs sum *** *** ***
X900.2 non-illuminate signs sum *** *** ***
Z411.3 Floor screed for stair landing m2 *** *** ***
Z411.4 Screeding for stair riser and tread m2 *** *** ***
Z411.5 Screeding for nosing tile m *** *** ***
Z411.6 Screeding to smooth trowel finish m2 *** *** ***
Z411.7 Screeding for water tank m2 *** *** ***
---------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY J5 TO COST CENTRE 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]
9 August 2002 Page J5/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J6 - KTU VENTILATION BUILDING; TRACK SLAB
AND PLATFORM STRUCTURES INCLUDING INFILL MASS
CONCRETE
GENERAL ITEMS
Method-Related Charges
t *** *** ***
A355 Steel strutting and waling
DEMOLITION AND SITE CLEARANCE
D100 General clearance ha *** *** ***
D440 Demolistion existing steel framed factory building m2 *** *** ***
EARTHWORKS
General Excavation
Material other than topsoil, rock or artificial
hard material
E425 maximum depth : *5m m3 *** *** ***
E426 maximum depth : 5-10m m3 *** *** ***
E427 maximum depth : 10-15m m3 *** *** ***
E428 maximum depth : 15-20m m3 *** *** ***
E512 Trimming of excavated surfaces m2 *** *** ***
E532 Disposal of excavated material. m3 *** *** ***
IN-SITU CONCRETE
Provision of concrete designed mix
F243 Class: 20/20; concrete catergory C temperature
requirements m3 *** *** ***
F283 Class: 40/20; concrete catergory A temperature
requirements m3 *** *** ***
---------------------------------------------------------------------------------------------------------
CARRIED FORWARD ***
----------
* Less than.
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
9 August 2002 Page J6/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J6 - KTU VENTILATION BUILDING; TRACK SLAB BROUGHT FORWARD ***
AND PLATFORM STRUCTURES INCLUDING INFILL MASS
CONCRETE
Placing of mass concrete
F510 Blinding layer m3 *** *** ***
Placing of reinforced concrete
F600 walls and slabs m3 *** *** ***
F680 Capping beam 1.5x1.5m to diaphragm wall m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish; type F3
Vertical
?344 width:0.4 - 1.2m (track slab 2nd stage concrete) m2 *** *** ***
Reinforcement
Deformed high yield steel bars to BS 4449
G520 all diameter t *** *** ***
Special joints; screwed sleeve reinforcement
coupler to high yield steel bars
G550 T40 nr *** *** ***
Joints
G690.1 Continuous hydrophilic sealing strips bedded in
hydrophilic sealant m *** *** ***
G690.2 Grout injection tube; open end with stopper nr *** *** ***
G690.3 Post Drilling and grouting nr *** *** ***
G690.4 Forming shear key in junction of slab and
diaphragm wall m *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J6/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J6 - KTU VENTILATION BUILDING; TRACK SLAB
AND PLATFORM STRUCTURES INCLUDING INFILL MASS
CONCRETE ***
Concrete accessories
Finishing of top surfaces
G815 type U3 m2 *** *** ***
G813 Chisel off top of diaphragm wall for roof slab m *** *** ***
WATERPROOFING
W159 Cement sand angle fillet 50x50mm m *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J6/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J6 - KTU VENTILATION BUILDING; TRACK SLAB BROUGHT FORWARD ***
AND PLATFORM STRUCTURES INCLUDING INFILL MASS
CONCRETE
MISCELLANEOUS WORK
X900.1 Corrosion Monitoring System; all as shown
on drawing and specification nr *** *** ***
X900.2 Construction joint base slab includes CJ
transveral m2 *** *** ***
X900.3 Construction joint base slab includes CJ
longitudinal m2 *** *** ***
U channel
X900.4 200mm half-round U-channel laid to fall with 400mm
wide plinth casted monolithically with floor slab m *** *** ***
X900.5 Continuous hydrophilic sealing strips bedding
hydrophilic sealant - CJ m *** *** ***
X900.6 Reactive cementitious coating (horizontal) m2 *** *** ***
X900.7 T-lock membrance m2 *** *** ***
X900.8 ▇▇▇▇▇▇▇▇▇ ▇▇ *** *** ***
X900.9 Internal drainage system sum *** *** ***
X900.10 Gully grating no *** *** ***
X900.11 UPVC cable duct (100 mm dia.) m *** *** ***
X900.12 illuminate signs sum *** *** ***
X900.13 non-illuminate signs sum *** *** ***
X900.14 Specific work for TBM crossing sum *** *** ***
---------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY J6 TO COST CENTRE 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]
9 August 2002 Page J6/4 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J7 - STAIRCASES AND PLANT BUILDING
METHOD RELATED CHARGES
A331 Cranes sum *** *** ***
A332 Transport sum *** *** ***
A351 Traffic diversion sum *** *** ***
A353 Access roads sum *** *** ***
A357 Dewatering sum *** *** ***
A362 Support scaffolding and propping t *** *** ***
IN SITU CONCRETE
Provision of concrete designed mix
F283 Class: 40/20; concrete catergory B temperature
requirements m3 *** *** ***
Placing of reinforced concrete
F600 walls and slabs m3 *** *** ***
CONCRETE ANCILLARIES
Deformed high yield steel bars to BS 4449
G520 all diameter t *** *** ***
Concrete accessories
G815 Finishing of top surfaces U3 m2 *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J7/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J7 - STAIRCASES AND PLANT BUILDING BROUGHT FORWARD ***
INTERNAL - FLOOR
Granolithic screed floated with hardener
Z411.1 screeding to stair landing m2 *** *** ***
Z415.1 screeding to stair riser m2 *** *** ***
Granolithic screed floated with hardener, non-slip
ceramic nosing tile
Z415.2 screeding to stair tread m2 *** *** ***
Granolithic screed floated with hardener
Z411.2 screeding to stair lobby m2 *** *** ***
Granolithic screed floated and sealed
Z415.3 skirting; 100mm high; lobby m *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J7/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J7 - STAIRCASES AND PLANT BUILDING BROUGHT FORWARD ***
INTERNAL - WALL; F4 CONCRETE SURFACE
Emulsion paint
Z413 lobby m2 *** *** ***
Z415 stair case m2 *** *** ***
INTERNAL - SOFFIT: F4 CONCRETE SURFACE
Emulsion paint
Z414.1 lobby m2 *** *** ***
Z414.2 stair case m2 *** *** ***
Z414.3 inclined soffit; stair case m2 *** *** ***
INTERNAL METAL DOORS AND FRAMES
Proprietary 1hr fire rated GMS door; w/ frame,
selected colour paint system
Z323.1 single leaf size l.0mx 2.1m high nr *** *** ***
Proprietary 2hr fire rated GMS door; w/ frame
selected colour paint system
nr *** *** ***
Z323.2 single leaf size l.0mx 2.1m high
EXTERNAL METAL DOORS AND FRAMES
Proprietary stainless door; w/ frame, selected
colour paint system
Z323.3 single leaf size 1.0mx 2.1m high nr *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J7/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J7 - STAIRCASES AND PLANT BROUGHT FORWARD ***
BUILDING
STEEL AND METAL WORK
Z349.1 Metal handrail fixed on wall; including paint;
type 1 m *** *** ***
SIGNAGE
Illuminated exit sign over the door leading to the
staircase
X900.1 general nr *** *** ***
Statutory signs
X900.2 general sum *** *** ***
---------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY J7 TO COST CENTRE 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]
9 August 2002 Page J7/4 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J8 - LANDSCAPING WORKS
GENERAL ITEMS
Method-Related Charges
Services
A324 temporary hoarding sum *** *** ***
A321 Electrical service during construction sum *** *** ***
A329 Air service during construction sum *** *** ***
A322 Water supply during construction sum *** *** ***
A357 Dewatering during construction sum *** *** ***
A332 transport sum *** *** ***
A330 various plant and equipment sum *** *** ***
Temporary works
A351 traffic diversion sum *** *** ***
A353 site installation access roads & working platform sum *** *** ***
A362 temporary drainage sum *** *** ***
A383 utilities diversion sum *** *** ***
A339.1 water treatment sum *** *** ***
Consumables
A339.2 Miscellaneous consumables for construction sum *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J8/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J8 - LANDSCAPING WORKS BROUGHT FORWARD ***
DEMOLITION
D100 General clearance sum *** *** ***
D200 Tree felling and relocation sum *** *** ***
EARTHWORK
General excavation
E410 Top soil m3 *** *** ***
Filling
E635 Imported natural material to +10.6 m3 *** *** ***
PIPEWORK - PIPES
Concrete pipes; class M; reinforced to BS 5911:
Part 100: flexible spigot and socket joints with
rubber gasket
Nominal bore: 300 - 600mm
I233 in trenches: depth 1.5 - 2m m *** *** ***
MANHOLES AND PIPEWORK ANCILLARIES
Manholes
K139 DSD type E; material, class, cover type and depth
as approved by the Engineer no *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J8/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J8 - LANDSCAPING WORKS BROUGHT FORWARD ***
Gullies
K390 Untrapped road gullies; material as approved by
the Engineer nr *** *** ***
Drainage Culverts
K900 Drainage culverts 3m x 3m deep m *** *** ***
X900 300mm U-channel m *** *** ***
Concrete Pavement
R400.1 Concrete access track pavement approx. 4m wide m *** *** ***
R700 Concrete footpath 1.5m wide m *** *** ***
R400.2 External Concrete Road Paving to Ventilation
building m2 *** *** ***
Kerb, channels and edging
Precast concrete ▇▇▇▇▇ of Highways Dept type K1,
K2 and K3; including cement mortar
R611 straight or curved to radius exceeding 12m m *** *** ***
MISCELLANEOUS WORK
Fences
Metal Chainlink fence
X195 height: 2 - 2.5m m *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J8/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J8 - LANDSCAPING WORKS BROUGHT FORWARD ***
MISCELLANEOUS WORK (Cont'd)
Landscaping
X900.1 Allowance for completion of all landscape
softworks and establishment works with
irrigation system sum *** *** ***
X900.2 Allowance for completion of all hard landscape
works sum *** *** ***
---------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY J8 TO COST CENTRE 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]
9 August 2002 Page J8/4 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J9 - ELECTRICAL INSTALLATION
INCOMING SERVICES
Equipment and ancillaries
BA0201.1 LV Switchboards; including all necessary
switchgears, power factor improvement equipment
and accessories. nr *** *** ***
Standby Equipment
BA0301.1 Uninterrupted Power Supply (UPS) System; including
inverter sections, rectifier/charger sections,
battery banks, 4P automatic changeover switches,
static by-pass switches, UPS manual by-pass
switches, surge suppression devices,
interconnecting cables and all necessary
accessories; as shown on Drawing sum *** *** ***
BA0301.2 110V DC Charger c/w Ni-Cd batteries, associated
control wiring & components nr *** *** ***
Standby Equipment
Package diesel generator set
BA0301.3 200KVA nr *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J9/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J9 - ELECTRICAL INSTALLATION BROUGHT FORWARD ***
ELECTRICAL INSTALLATION
Main and Sub-main Distribution
BA0401.1 MCCB Board, ▇▇▇▇, ▇ ▇▇▇, ▇▇▇ c/w incoming breaker nr *** *** ***
BA0401.2 MCCB Board, ▇▇▇▇, ▇ ▇▇▇, ▇▇▇ c/w incoming breaker nr *** *** ***
BA0401.3 MCCB unit, TP up to 63A nr *** *** ***
BA0401.4 MCB Board, ▇▇▇▇, ▇▇ ▇▇▇, ▇▇▇ c/w incoming breaker nr *** *** ***
BA0401.5 MCB Board, ▇▇▇▇, ▇▇ ▇▇▇, ▇▇▇ c/w incoming breaker nr *** *** ***
BA0401.6 MCB Board, ▇▇▇▇, ▇ ▇▇▇, ▇▇▇ c/w incoming breaker nr *** *** ***
BA0401.7 MCB unit, SP, 10-32A nr *** *** ***
BA0401.8 MCB unit, SP, 32-63A nr *** *** ***
BA0401.9 MCB unit, ▇▇, ▇▇-▇▇▇ nr *** *** ***
BA0401.10 MCB unit, ▇▇, ▇▇-▇▇▇ nr *** *** ***
BA0401.11 ▇▇▇/▇▇▇ ▇▇▇▇▇▇▇▇ ▇▇▇▇, ▇▇, ▇▇▇ nr *** *** ***
BA0401.12 ▇▇▇/▇▇▇ ▇▇▇▇▇▇▇▇ ▇▇▇▇, ▇▇, ▇▇▇ nr *** *** ***
BA0401.13 RCD unit, 4P, 32A nr *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J9/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J9 - ELECTRICAL INSTALLATION BROUGHT FORWARD ***
ELECTRICAL INSTALLATION
LV Cables and Wirings including necessary fixing
Fire resistant XLPE/SWA/▇▇▇▇ Copper cables; with
copper conductors
Fixing to cable trays or ladders or other surfaces
BA0406.4 2-cores; 6 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.5 4-cores; 10 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.6 4-cores; 25 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.7 4-cores; 35 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.8 4-cores; 50 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.9 4-cores; 70 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.10 4-cores; 95 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.11 4-cores; 120 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.12 4-cores; 150 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.13 4-cores; 185 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.14 4-cores; 240 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.15 4-cores; 400 mm2 m *** *** ***
Termination nr *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J9/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J9 - ELECTRICAL INSTALLATION BROUGHT FORWARD ***
ELECTRICAL INSTALLATION
XLPE/SWA/▇▇▇▇ Copper cables; with copper
conductors
Fixing to cable trays or ladders or other surfaces
BA0406.18 4-cores; 25 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.19 4-cores; 35 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.20 4-cores; 50 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.21 4-cores; 70 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.22 4-cores; 95 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.23 4-cores; 120mm2 m *** *** ***
Termination nr *** *** ***
BA0406.24 4-cores; 150 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.25 4-cores; 185 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.26 4-Scores; 240 mm2 m *** *** ***
Termination nr *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J9/4 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J9 - ELECTRICAL INSTALLATION BROUGHT FORWARD ***
ELECTRICAL INSTALLATION
LIGHTING AND POWER
Final circuits in copper cables and conduits
BA0507.1 lighting points nr *** *** ***
BA0507.2 small power points for 13A socket outlet nr *** *** ***
BA0507.3 small power points for 13A FSU nr *** *** ***
Lighting fittings; complete with associated lamps
or tubes
BA0508.2 Fluorescent luminaries; 58W, twin tubes weather
proof type nr *** *** ***
BA0508.3 Fluorescent luminaries; 36W, twin tubes nr *** *** ***
BA0508.4 Fluorescent luminaries; 36W, twin tubes complete
with 2 hours maintained type battery and charger nr *** *** ***
BA0508.5 Low bay luminaries c/w control gears nr *** *** ***
BA0508.6 Flood light fitting c/w control gears nr *** *** ***
BA0508.7 EXIT signage complete with 2 hours maintained
type battery and charger nr *** *** ***
BA0508.8 8m Lamp ploe c/w street lamp nr *** *** ***
BA0508.9 Wall mount external flood light to IP 65 nr *** *** ***
Accessories
BA0508.10 Lighting switches and socket outlets sum *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J9/5 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J9 - ELECTRICAL INSTALLATION BROUGHT FORWARD ***
ELECTRICAL INSTALLATION
Earthing and Lightning Protection System
Earthing system c/w components and fixings
BA0809.1 Earth mat c/w earth rods for test electrode,
test link set *** *** ***
BA0809.2 50x6mm earth terminals and accessories sum *** *** ***
Lightning Protection System including components
and fixings
BA0809.3 Airtermination network and down conductors sum *** *** ***
BA0809.4 Lightning earth pit c/w earth rods and test link nr *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J9/6 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J9 - ELECTRICAL INSTALLATION BROUGHT FORWARD ***
ELECTRICAL INSTALLATION
Trunking, Ducting, Cable Trays and Conduits
Hot dipped galvanised sheet steel cable trays and
fittings & support
BA1005.1 100mm wide m *** *** ***
BA1005.2 150mm wide m *** *** ***
BA1005.3 200mm wide m *** *** ***
BA1005.4 300mm wide m *** *** ***
BA1005.5 400mm wide m *** *** ***
BA1005.6 500mm wide m *** *** ***
BA1005.7 600mm wide m *** *** ***
BA1005.8 1000mm wide m *** *** ***
Hot dipped galvanised steel sheet truncking and
fittings; B.S. 4678; including all painting
BA1005.23 200 x 200 mm trunkings; 1 compartment m *** *** ***
BA1005.24 200 x 100 mm trunkings; 1 compartment m *** *** ***
BA1005.25 300 x 100 mm trunkings; 1 compartment m *** *** ***
BA1005.26 100 x 100 mm trunkings; 1 compartment m *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J9/7 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J9 - ELECTRICAL INSTALLATION BROUGHT FORWARD ***
ELECTRICAL INSTALLATION
Sundries
Allow for the following and executing to the
satifaction of the Engineer
Provision of testing including integrated testing,
setting to work and commissioning the complete
Electrical System
BA1110.1 generally sum *** *** ***
Provision of mock-up as per specification
BA1110.2 generally sum *** *** ***
Training of Employer's staff as per specification
BA1110.3 generally sum *** *** ***
Provision of plates, discs, labels, tags, coloured
stencil and painted bands for plant, equipment,
cables, switches and the like
BA1110.4 generally sum *** *** ***
Provision of fire stopping including internal fire
barriers to trunking, busbar trunking, inside pipe
sleeves etc. and the like
BA1110.5 generally sum *** *** ***
Provision of tools and special equipment for
operating and maintenance purposes as per
specification
BA1110.6 generally sum *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J9/8 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J9 - ELECTRICAL INSTALLATION BROUGHT FORWARD ***
ELECTRICAL INSTALLATION
Sundries
Allow for the following and executing to the
satifaction of the Engineer
Preparation of all installation and
fabrication/shop drawings required and
distribution after review.
BA1110.7 generally sum *** *** ***
Preparation of design data required submission and
distribution after review
BA1110.8 generally sum *** *** ***
Preparation of builder's works drawings required
submission and distribution after review
BA1110.9 generally sum *** *** ***
Preparation of "as built" record drawings as
specified
BA1110.10 generally sum *** *** ***
Provision of Operation & Maintenance Manuals as
specified
BA1110.11 generally sum *** *** ***
---------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY J9 TO COST CENTRE 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]
9 August 2002 Page J9/9 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J10 - MECHANICAL INSTALLATION
VENTILATION SYSTEMS
Equipment and ancillaries
VENTILATION FANS; COMPLETED WITH ALL NECESSARY
ACCESSORIES AND CONNECTIONS
Axail Fan (Total Pressure Within 500Pa)
BB0601.1 within 5.0m3/s nr *** *** ***
BB0601.2 5.0m3/s to 10m3/s nr *** *** ***
In-line Centrifugal Fan (Total Pressure Within
500Pa)
BB0601.5 within 0.5m3/s nr *** *** ***
In-line Mixed Flow Fan (Total Pressure Within
500Pa)
BB0601.7 within 1.0m3/s nr *** *** ***
BB0601.8 within 2.5m3/s nr *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J10/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J10 - MECHANICAL INSTALLATION BROUGHT FORWARD ***
VENTILATION SYSTEMS
Galvanised steel sheet rectangular ducts and
fittings; DW/144; low/medium pressure
Fixing to or suspending from soffits
BB0603.1 0.6-1.2m thick m2 *** *** ***
FIRE DAMPER; MILD STEEL: 2 HR RATING COMPLETE
WITH FUSIBLE LINK
BB0604.1 up to 0.05 m2 nr *** *** ***
BB0604.2 from 0.05 m2 to 0.1 m2 nr *** *** ***
VOLUME CONTROL DAMPER (OPPOSED BLADE)
BB0605.1 up to 1.0 m2 nr *** *** ***
BB0605.2 from 1.0 m2 to 1.5 m2 nr *** *** ***
BB0605.3 from 1.5 m2 to 2.0 m2 nr *** *** ***
AIR GRILLES
BB0606.1 up to 1.0 m2 nr *** *** ***
BB0606.2 from 1.0 m2 to 1.5 m2 nr *** *** ***
BB0606.3 from 1.5 m2 to 2.0 m2 nr *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J10/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J10 - MECHANICAL INSTALLATION BROUGHT FORWARD ***
VENTILATION SYSTEMS
Staircase Pressurisatin System
Equipment and ancillaries
complete with one duty and one standby fan (heat
resistance), bypass damper, pressure differential
sensors, smoke probe, controls, ductwork and
accessories
BB0801.1 Air flow rate 12.0m3/s; 600Pa nr *** *** ***
BB0801.2 Air flow rate 16.0m3/s; 900Pa nr *** *** ***
Galvanised steel sheet rectangular ducts and
fittings
Fixing to or suspending from soffit
BB0801.3 0.6-1.2m thick m2 *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J10/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J10 - MECHANICAL INSTALLATION BROUGHT FORWARD ***
AIR CONDITIONING SYSTEM
Equipment and ancillaries
Split Type Air-conditioning units; with filters,
insulation, drain pans, all necessary accessories
and connections
BB0703.1 below 15kW cooling capacity nr *** *** ***
Condensate Drain System complete with G.S Pipe,
Drain Pan, Fittings with Insulation, Support and
Connection to Drainage System
BB0703.2 up to 32mm diameter pipe m *** *** ***
CONTROL SYSTEMS : ELECTRICAL AND CONTROL FOR ECS
Equipment and ancillaries
ECS equipment control panel
BB1201.1 generally nr *** *** ***
Staircase pressurisation control panel &
Accessories
BB1201.2 generally nr *** *** ***
Allow for
Design, supply and installation of power supply &
control system from ECS equipment control panel to
ECS equipment
BB1201.3 generally sum *** *** ***
Design, supply and installation of interfacing
work for ECS and FS systems
BB1201.4 generally sum *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J10/4 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J10 - MECHANICAL INSTALLATION BROUGHT FORWARD ***
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 ECS
System
BB1909.1 generally sum *** *** ***
Provision of mock-up as per specification
BB1909.2 generally sum *** *** ***
Training of Employer's staff as per
specification
BB1909.3 generally sum *** *** ***
Provision of tools and special equipment for
operating and maintenance purposes as per
specification
BB1909.4 generally sum *** *** ***
Providing of plates, discs, labels, tags, coloured
stencil and painted bands for plant, equipment,
cables, switches and the like
BB1909.5 generally sum *** *** ***
Providing of fire stopping including internal fire
barriers to trunking, busbar trunking, inside pipe
sleeves etc. and the like
BB1909.6 generally sum *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J10/5 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J10 - MECHANICAL INSTALLATION BROUGHT FORWARD ***
SUNDRIES
Allow for the following and executing to the
satisfaction of the Engineer
Preparation of all installation and
fabrication/shop drawings required and
distribution after review.
BB1909.7 generally sum *** *** ***
Preparation of design data required submission and
distribution after review
BB1909.8 generally sum *** *** ***
Preparation of builder's works drawings required
submission and distribution after review
BB1909.9 generally sum *** *** ***
Preparation of "as built" record drawings as
specified
BB1909.10 generally sum *** *** ***
Provision of Operation & Maintenance Manuals as
specified
BB1909. 11 generally sum *** *** ***
---------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY J10 TO COST CENTRE 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]
9 August 2002 Page J10/6 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - PROVISION FOR KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J11 - FIRE SERVICES INSTALLATION
FIRE HYDRANT AND HOSE REEL SYSTEMS
Equipment and ancillaries
Water pumps set
BB1602.1 900 1/min at 650kPa nr *** *** ***
BB1602.2 30 1/min at 750kPa nr *** *** ***
BB1602.3 pump control panel included associated electrical
works set *** *** ***
Galvanised steel pipes and fitting
BB1602.4 25mm diameter m *** *** ***
BB1602.5 50mm diameter m *** *** ***
BB1602.6 100mm diameter m *** *** ***
In-line equipment
BB1602.7 Hose reels nr *** *** ***
BB1602.8 fire hydrant nr *** *** ***
BB1602.9 fire hydrant twin inlet c/w non return valve nr *** *** ***
Gate valve
BB1602.10 150mm diameter nr *** *** ***
Check valve
BB1602.11 150mm diameter nr *** *** ***
Stainer
BB1602.12 150mm diameter nr *** *** ***
Flexible connector
BB1602.13 150mm diameter nr *** *** ***
Ball float valve
BB1602.14 100mm diameter nr *** *** ***
Vortex inhibitor
BB1602.15 150mm diameter nr *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J11/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - PROVISION FOR KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J11 - FIRE SERVICES INSTALLATION BROUGHT FORWARD ***
FIRE HYDRANT AND HOSE REEL SYSTEMS (CON'T)
Puddle flange
BB1602.16 150mm diameter nr *** *** ***
BB1602.17 level float switch controller set *** *** ***
BB1602.18 pressure gauge c/w gate valve nr *** *** ***
BB1602.19 pressure switch c/w accessories nr *** *** ***
BB1602.20 check meter position set *** *** ***
BB1602.21 water tank accessories included vent pipe, drain
pipe, overflow c/w warning pipe set *** *** ***
BB1602.22 automatic air vent nr *** *** ***
Painting
BB1602.23 Preparing; priming; finish coats on galvanised
metal works; to pipe and tubing sum *** *** -
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J11/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - PROVISION FOR KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J11 - FIRE SERVICES INSTALLATION BROUGHT FORWARD ***
AUTOMATIC WET SPRINKLER SYSTEM
Water pumps set
BB1601.1 2700 1/min at 200kPa nr *** *** ***
BB1601.2 30 1/min at 550kPa nr *** *** ***
BB1601.3 pump control panel included associated electrical
works set *** *** ***
Ductile iron pipe to BS EN 545 class K12 with
cement lining inside and bitumen and zinc coated
outside c/w fitting, hanger, support, painting and
accessories etc m *** *** ***
BB1601.4 200mm diameter m *** *** ***
Galvanised steel pipes and fitting
BB1601.5 150mm diameter m *** *** ***
BB1601.6 100mm diameter m *** *** ***
BB1601.7 80mm diameter m *** *** ***
BB1601.8 65mm diameter m *** *** ***
BB1601.9 50mm diameter m *** *** ***
BB1601.10 40mm diameter m *** *** ***
BB1601.11 32mm diameter m *** *** ***
BB1601.12 25mm diameter m *** *** ***
BB1601.13 20mm diameter m *** *** ***
BB1601.14 15mm diameter m *** *** ***
Sprinkler control valve set c/w water motor alarm
gong, by-pass facility and associated accessories
etc.
BB1601.15 150 diameter set *** *** ***
Flow switch
BB1601.16 100mm diameter nr *** *** ***
Subsidiary valve
BB1601.17 100mm diameter nr *** *** ***
BB1601.18 sprinkler twin inlet c/w non return valve nr *** *** ***
BB1601.19 sprinkler head 68 deg.C conventional type nr *** *** ***
Gate valve c/w monitoring micro-switch
BB1601.20 200mm diameter nr *** *** ***
BB1601.21 150mm diameter nr *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J11/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - PROVISION FOR KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J11 - FIRE SERVICES INSTALLATION BROUGHT FORWARD ***
AUTOMATIC WET SPRINKLER SYSTEM (CON'T)
Check valve
BB1601.22 200mm diameter nr *** *** ***
Stainer
BB1601.23 200mm diameter nr *** *** ***
Flexible connector
BB1601.24 200mm diameter nr *** *** ***
Ball float valve
BB1601.25 150mm diameter nr *** *** ***
Vortex inhibitor
BB1601.26 200mm diameter nr *** *** ***
Puddle flange
BB1601.27 200mm diameter nr *** *** ***
Direct reading flow meter
BB1601.28 150mm diameter nr *** *** ***
BB1601.29 level float switch controller set *** *** ***
BB1601.30 pressure gauge c/w gate valve nr *** *** ***
BB1601.31 pressure switch c/w accessories nr *** *** ***
BB1601.32 check meter position set *** *** ***
BB1601.33 water tank accessories included vent pipe, drain
pipe, overflow c/w warning pipe set *** *** ***
BB1601.34 automatic air vent nr *** *** ***
Painting
BB1601.35 Preparing; priming; finish coats on galvanized
metal works; to pipe and tubing sum *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J11/4 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - PROVISION FOR KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J11 - FIRE SERVICES INSTALLATION BROUGHT FORWARD ***
Street Hydrant System
Water pumps set
BB1603.1 4000 1/min at 650kPa nr *** *** ***
BB1603.2 30 1/min at 700kPa nr *** *** ***
BB1603.3 pump control panel included associated electrical
works set *** *** ***
Ductile iron pipe to BS EN 545 class K12 with
cement lining inside and bitumen and zinc coated
outside c/w fitting, hanger, support, painting and
accessories etc
BB1603.4 200mm diameter m *** *** ***
Galvanised steel pipes and fitting
BB1603.5 150mm diameter m *** *** ***
In-line equipment
BB1603.6 street hydrant nr *** *** ***
Underground gate valve
BB1603.7 150mm diameter nr *** *** ***
Gate valve
BB1603.8 200mm diameter nr *** *** ***
Check valve
BB1603.9 200mm diameter nr *** *** ***
Stainer
BB1603.10 200mm diameter nr *** *** ***
Flexible connector
BB1603.11 200mm diameter nr *** *** ***
Ball float valve
BB1603.12 150mm diameter nr *** *** ***
Vortex inhibitor
BB1603.13 200mm diameter nr *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J11/5 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - PROVISION FOR KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J11 - FIRE SERVICES INSTALLATION BROUGHT FORWARD ***
STREET HYDRANT SYSTEM (CON'T)
Puddle flange
BB1603.14 200mm diameter nr *** *** ***
BB1603.15 level float switch controller set *** *** ***
BB1603.16 pressure gauge c/w gate valve nr *** *** ***
BB1603.17 pressure switch c/w accessories nr *** *** ***
BB1603.18 check meter position set *** *** ***
BB1603.19 water tank accessories included vent pipe, drain
pipe, overflow c/w warning pipe set *** *** ***
BB1603.20 automatic air vent nr *** *** ***
Painting
BB1603.21 Preparing; priming; finish coats on galvanized
metal works; to pipe and tubing sum *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J11/6 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - PROVISION FOR KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J11 - FIRE SERVICES INSTALLATION BROUGHT FORWARD ***
FIRE ALARM AND DETECTION SYSTEM
BB1604.1 analogue addressable fire control panel set *** *** ***
BB1604.2 pump and tank status display c/w 80 LED set *** *** ***
BB1604.3 battery, charger and accessories set *** *** ***
BB1604.4 smoke / heat detector nr *** *** ***
BB1604.5 monitor / control module nr *** *** ***
Alarm ▇▇▇▇
BB1604.6 150mm diameter nr *** *** ***
BB1604.7 250mm diameter nr *** *** ***
BB1604.8 break glass unit nr *** *** ***
BB1604.9 24V D.C. dry contract for interfacing with other
system nr *** *** ***
BB1604.10 G.I. Conduit / trunking c/w support and
accessories sum *** *** ***
surface conduit
conceal conduit
flexible conduit
trunking
BB1604.11 direct telephone line to FSCC c/w alarm
transmitter, relays, accessories, and first year
rental charge sum *** *** ***
BB1604.12 1/c 1.5mm/2/ PVC LSOH copper cable sum *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J11/7 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - PROVISION FOR KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J11 - FIRE SERVICES INSTALLATION BROUGHT FORWARD ***
GAS FLOODING SYSTEM
Total Flooding System
Equipment and ancillaries
BB1605.1 FM200 control panels; including batteries and
chargers and automatic/manual lock off units nr *** *** ***
BB1605.2 Gas cylinders to B.S. 5045; including gas,
automatic pressure release device, gas valve/
actuator, pressure gauge, flexible hose, check
valve, safety latches, dischange nozzle and all
necessary accessories nr *** *** ***
Seamless carbon steel pipes and fitting
BB1605.3 65mm diameter m *** *** ***
BB1605.4 50mm diameter m *** *** ***
BB1605.5 40mm diameter m *** *** ***
BB1605.6 25mm diameter m *** *** ***
BB1605.7 20mm diameter m *** *** ***
Printing
BB1605.8 preparing; priming; finish coats on carbon steel
works; to pipe and tubing sum *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J11/8 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - PROVISION FOR KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------
ACTIVITY J11 - FIRE SERVICES INSTALLATION BROUGHT FORWARD ***
SUNDRIES
Portable fire equipment
BB1606.1 4.5 kg carbon dioxide nr *** *** ***
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 FS
System
BB1609.1 generally sum *** *** ***
Provision of mock-up as per specification
BB1609.2 generally sum *** *** ***
Training of Employer's staff as per specification
BB1609.3 generally sum *** *** ***
Provision of tools and special equipment for
operating and maintenance purposes as per
specification
BB1609.4 generally sum *** *** ***
Providing of plates, discs, labels, tags, coloured
stencil and painted bands for plant, equipment,
cables, switches and the like
BB1609.5 generally sum *** *** ***
Providing of fire stopping including internal fire
barriers to trunking, busbar trunking, inside pipe
sleeves etc. and the like
BB1609.6 generally sum *** *** ***
---------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J11/9 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - PROVISION FOR KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------
ACTIVITY J11 - FIRE SERVICES BROUGHT FORWARD ***
INSTALLATION
SUNDRIES
Allow for the following and executing to the
satisfaction of the Engineer
Preparation of all installation and
fabrication/shop drawings required
and distribution after review.
BB1609.7 generally sum *** *** ***
Preparation of design data required submission and
distribution after review
BB1609.8 generally sum *** *** ***
Preparation of builder's works drawings
required submission and distribution after review
BB1609.9 generally sum *** *** ***
Preparation of "as built" record drawings as
specified
BB1609.10 generally sum *** *** ***
Provision of Operation & Maintenance Manuals as
specified
BB1609.11 generally sum *** *** ***
---------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY J11 TO COST CENTRE 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]
9 August 2002 Page J11/10 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - PROVISION FOR KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
----------------------------------------------------------------------------------------------------------------------------
ACTIVITY J12 - PLUMBING AND DRAINAGE
INSTALLATION
SOIL, WASTE AND VENT PIPE SYSTEMS
Equipment and ancillaries
Waste water sump pumps
BC0301.1 approved type nr *** *** ***
Galvanised steel pipes and fittings; B.S. 1387;
medium grade
Fixing to walls, columns and the like; screwed
joints
BC0303.1 80mm diameter m *** *** ***
BC0303.2 100mm diameter m *** *** ***
BC0303.3 150mm diameter m *** *** ***
Fixing to or suspending from soffits; screwed
joints
BC0303.4 80mm diameter m *** *** ***
BC0303.5 100mm diameter m *** *** ***
BC0303.6 150mm diameter m *** *** ***
Cast in concrete; screwed joints
BC0303.7 100mm diameter m *** *** ***
BC0303.8 150mm diameter m *** *** ***
----------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J12/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - PROVISION FOR KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------
ACTIVITY J12 - PLUMBING AND DRAINAGE BROUGHT FORWARD ***
INSTALLATION
SOIL, WASTE AND VENT PIPE SYSTEMS
Galvanised steel pipes and fittings: B.S. 1387;
medium grade
Extra over 80mm diameter pipe for
BC0303.9 bends nr *** *** ***
Extra over 100mm diameter pipe for
BC0303.10 bends nr *** *** ***
Extra over 150mm diameter pipe for
BC0303.11 bends nr *** *** ***
BC0303.12 tees nr *** *** ***
---------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J12/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - PROVISION FOR KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------
ACTIVITY J12 - PLUMBING AND DRAINAGE BROUGHT FORWARD ***
INSTALLATION
SOIL, WASTE AND VENT PIPE SYSTEMS
In-line equipment
Gate valves; cast iron; B.S. 5150
BC0303.13 150mm diameter nr *** *** ***
Check valves; cast iron; B.S. 5153
BC0303.14 150mm diameter nr *** *** ***
Floor drains; with cast iron gratings
BC0303.15 jointing to pipes; 100mm diameter nr *** *** ***
Wire balloon
BC0303.16 jointing to pipes; 80mm diameter nr *** *** ***
Fresh air inlet
BC0303.17 jointing to pipes; 80mm diameter nr *** *** ***
PAINTING
BC0303.18 Preparing; priming; finish coats
on cast iron metal works; to pipe
and tubing Lot *** *** ***
---------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J12/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - PROVISION FOR KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------
ACTIVITY J12 - PLUMBING AND DRAINAGE BROUGHT FORWARD ***
INSTALLATION
CLEANSING WATER INSTALLATION
Equipment and ancillaries
Booster pumps
BC0701.1 capable of handling 1.5 litre/second; 200 kPa; ref:
CLPP001 & CLPP002 nr *** *** ***
Pneumatic ▇▇▇▇▇; complete with epoxy coated mild
steel casing, valves, pressure gauges and all
necessary accessories and connections
BC0701.2 generally nr *** *** ***
Glassfibre tanks; including insulation, painting,
all necessary accessories and connections
BC0701.3 450 litre capacity nr *** *** ***
Instrumentation
Pressure switch assemblies; complete with pressure
switches, pressure gauges, isolating valves, gate
valves, check valves, orifice, drain valves and
interconnecting pipes
BC0703.1 mounting on or jointing to pipes; 50mm diameter nr *** *** ***
Pressure gauges
BC0703.2 mounting on or jointing to pipes;
50mm diameter nr *** *** ***
Allow for
Design, supply and installation of the pipeworks,
fittings and associated protective treatment as
shown on drawings
BC0703.3 generally sum *** *** ***
---------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J12/4 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - PROVISION FOR KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------
ACTIVITY J12 - PLUMBING AND DRAINAGE BROUGHT FORWARD ***
INSTALLATION
CLEANSING WATER INSTALLATION
In-line equipment
Gate valves; bronze
BC0703.4 35mm diameter nr *** *** ***
BC0703.5 42mm diameter nr *** *** ***
BC0703.6 50mm diameter nr *** *** ***
BC0703.7 67mm diameter nr *** *** ***
Check valves; bronze
BC0703.8 35mm diameter nr *** *** ***
BC0703.9 50mm diameter nr *** *** ***
Globe valves; cast iron
BC0703.10 50mm diameter nr *** *** ***
Drain valves with end caps
BC0703.11 50mm diameter nr *** *** ***
Strainers; cast iron; "Y" type; with screw plugs
BC0703.12 50mm diameter nr *** *** ***
Flexible connectors
BC0703.13 50mm diameter nr *** *** ***
Vortex inhibitors with strainers
BC0703.14 jointing to pipes; 50mm diameter nr *** *** ***
---------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J12/5 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - PROVISION FOR KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------
ACTIVITY J12 - PLUMBING AND DRAINAGE BROUGHT FORWARD ***
INSTALLATION
CLEANSING WATER INSTALLATION
In-line equipment
Ball float valves; bronze; complete with stilling
pipe float
BC0703.15 jointing to pipes; 80mm diameter nr *** *** ***
Fix only water meter; including adaptors
and short lengths of pipes as may be required
BC0703.16 mounting on or jointing to pipes; 80mm diameter nr *** *** ***
Automatic air vent
BC0703.17 jointing to pipes; 50mm diameter nr *** *** ***
BC0703.18 jointing to pipes; 67mm diameter nr *** *** ***
Flow switch with isolating valve
BC0703.19 jointing to pipes; 50mm diameter nr *** *** ***
---------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J12/6 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - PROVISION FOR KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------
ACTIVITY J12 - PLUMBING AND DRAINAGE BROUGHT FORWARD ***
INSTALLATION
STORM WATER DRAINAGE SYSTEM
Design, supply and installation of the entire storm
water drainage system; including pipeworks, fittings,
in-line equipments, all necessary accessories and
associated protective treatment as shown on drawings
BC0103.1 generally sum *** *** ***
---------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J12/7 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - PROVISION FOR KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------
ACTIVITY J12 - PLUMBING AND DRAINAGE BROUGHT FORWARD ***
INSTALLATION
CONTROL SYSTEM : ELECTRICAL AND CONTROL FOR
PLUMBING AND DRAINAGE SYSTEM
Allow for
Design, supply and installation of the entire
electrical and control system for plumbing and
drainage system including control panel, power supply
& control cables, cable containment, protective
treatment and all necessary accessories as shown
on drawings
BC1601.82 generally sum *** *** ***
---------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J12/8 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - PROVISION FOR KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------
ACTIVITY J12 - PLUMBING AND DRAINAGE BROUGHT FORWARD ***
INSTALLATION
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 System
BC1309.1 generally sum *** *** ***
Provision of mock-up as per specification
BC1309.2 generally sum *** *** ***
Training of Employer's staff as per specification
BC1309.3 generally sum *** *** ***
Provision of tools and special equipment for
operating and maintenance purposes as per
specification
BC1309.4 generally sum *** *** ***
Providing of plates, discs, labels, tags, coloured
stencil and painted bands for plant, equipment,
cables, switches and the like
BC1309.5 generally sum *** *** ***
Providing of fire stopping including internal fire
barriers to trunking, busbar trunking, inside pipe
sleeves etc. and the like
BC1309.6 generally sum *** *** ***
---------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page J12/9 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - PROVISION FOR KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------
ACTIVITY J12 - PLUMBING AND DRAINAGE BROUGHT FORWARD ***
INSTALLATION
SUNDRIES
Allow for the following and executing to the
satisfaction of the Engineer
Preparation of all installation and fabrication/shop
drawings required and distribution after review.
BC1309.7 generally sum *** *** ***
Preparation of design data required submission and
distribution after review
BC1309.8 generally sum *** *** ***
Preparation of builder's works drawings required
submission and distribution after review
BC1309.9 generally sum *** *** ***
Preparation of "as built" record drawings as
specified
BC1309.10 generally sum *** *** ***
Provision of Operation & Maintenance Manuals as
specified
BC1309.11 generally sum *** *** ***
---------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY J12 TO COST CENTRE 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]
9 August 2002 Page J12/10 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE J - ENABLING WORKS FOR FUTURE KWU TUNG STATION
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------
ACTIVITY J13 - BUILDER'S WORKS IN CONNECTION WITH
VENTILATION BUILDING AND EMERGENCY ACCESS POINT
STRUCTURE AT KWU TUNG
Allow for all builder's works in connection With
electrical and mechanical works as shown on drawings.
X900 general sum *** *** ***
---------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY J13 TO COST CENTRE 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]
9 August 2002 Page J13/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE K - MAIN TUNNELS CROSS-PASSAGES AND PUMP SUMPS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------
ACTIVITY K1 - GROUND TREATMENT FOR
CROSS PASSAGES (5 NOS.); APPROXIMATE
CHAINAGES BETWEEN 33+599 AND 34+510
Ground Treatment for Cross Passage No.1
CP1.1 Mobilization & Demobilization of Jet Grouting
Works sum *** *** ***
CP1.2 Trial Jet Grout sum *** *** ***
CP1.3 Jet Grouting, extent as shown on the drawing,
Strength of grout 3 MPa
Drilling from ground level to bottom of jet m *** *** ***
treatment
Jet Grouting (by m3 of treated ground) m3 *** *** ***
CP1.4 Testing after grouting works
2 nos drill (coring only within the grouted zone,
including setting up, 6 samples for compression
test, 4 packer tests) sum *** *** ***
Horizontal drains
Drilling and installation of control horizontal
drains from tunnel nos *** *** ***
---------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY K1 TO COST CENTRE 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]
9 August 2002 Page K1/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE K - MAIN TUNNELS CROSS-PASSAGES AND PUMP SUMPS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------
ACTIVITY K2 - GROUND TREATMENT FOR
CROSS PASSAGES (9 NOS.); APPROXIMATE
CHAINAGES BETWEEN 31+140 AND 33+380
Ground Treatment for Cross Passage No. 2, 3 & 4
Design and construction of ground freezing for
excavation of cross passage no. 2, 3 & 4 below Long
Valley, no-land access permitted
Procurement / Site preparation sum *** *** ***
CP2.1 Ground Freezing for Cross Passage No. 2 (including
4 weeks of freezing and 8 weeks of frost maintenance
for excavation works) sum *** *** ***
Additional week of frost maintenance week *** *** ***
CP3.1 Ground Freezing for Cross Passage No. 3 (including
4 weeks of freezing and 8 weeks of frost maintenance
for excavation works) sum *** *** ***
Additional week of frost maintenance week *** *** ***
CP4.1 Ground Freezing for Cross Passage No. 4 (including
4 weeks of freezing and 8 weeks of frost maintenance
for excavation works) sum *** *** ***
Additional week of frost maintenance week *** *** ***
---------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page K2/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE K - MAIN TUNNELS CROSS-PASSAGES AND PUMP SUMPS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------
ACTIVITY K2 - GROUND TREATMENT FOR BROUGHT FORWARD ***
CROSS PASSAGES (9 NOS.); APPROXIMATE
CHAINAGES BETWEEN 31+140 AND 33+380
Ground Treatment for Cross Passage No. 5
CP5.1 Mobilization & Demobilization of Jet Grouting
Works sum *** *** ***
CP5.2 Jet Grouting, extent as shown on the drawing,
Strength of grout 3 MPa
Drilling from ground level to bottom of jet
treatment m *** *** ***
Jet Grouting (by m3 of treated ground) m3 *** *** ***
CP5.3 Mobilization & Demobilization of T.A.M. Grouting
Works sum *** *** ***
CP5.4 T.A.M. Grouting, extent as shown on the drawing
Set up at each hole location nos *** *** ***
Drilling from ground level to bottom of treatment m *** *** ***
Grouting (by m3 of treated ground) m3 *** *** ***
CP5.5 Testing after grouting works
2 nos drill (coring only within the grouted zone
including setting up, 6 samples for compression test,
4 packer tests) sum *** *** ***
Horizontal drains
Drilling and installation of control horizontal
drains from tunnel nos *** *** ***
---------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page K2/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE K - MAIN TUNNELS CROSS-PASSAGES AND PUMP SUMPS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------
ACTIVITY K2 - GROUND TREATMENT FOR CROSS PASSAGES BROUGHT FORWARD ***
(9 NOS.); APPROXIMATE CHAINAGES BETWEEN 31+140 AND
33+380
Ground Treatment for Cross Passage No. 6
CP6.1 Provisional sum for grouting from inside the
tunnel sum *** *** ***
CP6.2 Testing after grouting works
Horizontal drains
Drilling and installation of control horizontal
drains from tunnel nos *** *** ***
---------------------------------------------------------------------------------------------------------------------------
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]
9 AUGUST 2002 Page K2/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE K - MAIN TUNNELS CROSS-PASSAGES AND PUMP SUMPS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-------------------------------------------------------------------------------------------------------------------------
ACTIVITY K2 - GROUND TREATMENT FOR CROSS PASSAGES (9 BROUGHT FORWARD ***
NOS.); APPROXIMATE CHAINAGES BETWEEN 31+140 AND
33+380
Ground Treatment for Cross Passage No. 7
CP7.1 Mobilization & Demobilization of Jet Grouting
Works sum *** *** ***
CP7.2 Jet Grouting, extent as shown on the drawing,
Strength of grout 3 MPa
Drilling from ground level to bottom of jet
treatment m *** *** ***
Jet Grouting (by m3 of treated ground) m3 *** *** ***
CP7.3 Testing after grouting works
2 nos drill (coring only within the grouted zone,
including setting up, 6 samples for compression test,
4 packer tests) sum *** *** ***
Horizontal drains
Drilling and installation of control horizontal
drains from tunnel nos 8 *** ***
-------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page K2/4 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE K - MAIN TUNNELS CROSS-PASSAGES AND PUMP SUMPS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------
ACTIVITY K2 - GROUND TREATMENT FOR BROUGHT FORWARD ***
CROSS PASSAGES (9 NOS.); APPROXIMATE
CHAINAGES BETWEEN 31+140 AND 33+380
Ground Treatment for Cross Passage No. 7A
CP7a.l Mobilization & Demobilization of Jet Grouting
Works sum *** *** ***
CP7a.2 Jet Grouting, extent as shown on the drawing,
Strength of grout 3 MPa
Drilling from ground level to bottom of jet
treatment m *** *** ***
Jet Grouting (by m3 of treated ground) m3 *** *** ***
CP7a.3 Testing after grouting works
2 nos drill (coring only within the grouted zone,
including setting up, 6 samples for compression
test, 4 packer tests) sum *** *** ***
Horizontal drains
Drilling and installation of control horizontal
drains from tunnel nos *** *** ***
---------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page K2/5 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE K - MAIN TUNNELS CROSS-PASSAGES AND PUMP SUMPS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------
ACTIVITY K2 - GROUND TREATMENT FOR BROUGHT FORWARD ***
CROSS PASSAGES (9 NOS.); APPROXIMATE
CHAINAGES BETWEEN 31+140 AND 33+380
Ground Treatment for Cross Passage No. 8
CP8.1 Mobilization & Demobilization of Jet Grouting
Works sum *** *** ***
CP8.2 Jet Grouting, extent as shown on the drawing,
Strength of grout 3 MPa
Drilling from ground level to bottom of jet
treatment m *** *** ***
Jet Grouting (by m3 of treated ground) m3 *** *** ***
CP8.3 Mobilization & Demobilization of T.A.M. Grouting
Works sum *** *** ***
CP8.4 T.A.M. Grouting, extent as shown on the drawing
Set up at each hole location nos *** *** ***
Drilling from ground level to bottom of treatment m *** *** ***
Grouting (by m3 of treated ground) m3 *** *** ***
CP8.5 Testing after grouting works
2 nos drill (coring only within the grouted zone
including setting up, 6 samples for compression test,
4 packer tests) sum *** *** ***
Horizontal drains
Drilling and installation of control horizontal
drains from tunnel nos *** *** ***
---------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page K2/6 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE K - MAIN TUNNELS CROSS-PASSAGES AND PUMP SUMPS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------
ACTIVITY K2 - GROUND TREATMENT FOR BROUGHT FORWARD ***
CROSS PASSAGES (9 NOS.); APPROXIMATE
CHAINAGES BETWEEN 31+140 AND 33+380
Ground Treatment for Cross Passage No. 9
CP9.1 Mobilization & Demobilization of T.A.M. Grouting
Works sum *** *** ***
CP9.2 T.A.M. Grouting, extent as shown on the drawing
Set up at each hole location nos *** *** ***
Drilling from ground level to bottom of treatment m *** *** ***
Grouting (by m3 of treated ground) m3 *** *** ***
CP9.3 Testing after grouting works
2 nos drill (coring only within the grouted zone
including setting up, 6 samples for compression
test, 4 packer tests) sum *** *** ***
Horizontal drains
Drilling and installation of control horizontal
drains from tunnel nos *** *** ***
---------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page K2/7 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE K - MAIN TUNNELS CROSS-PASSAGES AND PUMP SUMPS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------
ACTIVITY K2 - GROUND TREATMENT FOR BROUGHT FORWARD ***
CROSS PASSAGES (9 NOS.); APPROXIMATE
CHAINAGES BETWEEN 31+140 AND 33+380
Ground Treatment for Cross Passage No. 10
CP10.1 Mobilization & Demobilization of Rock Grouting
Works sum *** *** ***
CP10.2 Rock Grouting, extent as shown on the drawing
Set up at each hole location nos *** *** ***
Drilling from ground level m *** *** ***
Grouting (by m3 of treated ground) m3 *** *** ***
CP10.3 Testing after grouting works
2 nos drill (coring only within the grouted zone
including setting up, 6 samples for compression
test, 4 packer tests) sum *** *** ***
Horizontal drains
Drilling and installation of control horizontal
drains from tunnel nos *** *** ***
---------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page K2/8 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE K - MAIN TUNNELS CROSS-PASSAGES AND PUMP SUMPS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY K2 - GROUND TREATMENT FOR BROUGHT FORWARD ***
CROSS PASSAGES (9 NOS.); APPROXIMATE
CHAINAGES BETWEEN 31+140 AND 33+380
Ground Treatment for Cross Passage No. 11
CP11.1 Mobilization & Demobilization of T.A.M. Grouting
Works sum *** *** ***
CP11.2 T.A.M. Grouting, extent as shown on the drawing
Set up at each hole location nos *** *** ***
Drilling from ground level m *** *** ***
Grouting (by m3 of treated ground) m3 *** *** ***
CP11.3 Testing after grouting works
2 nos drill (coring only within the grouted zone,
including setting up, 6 samples for compression test,
4 packer tests) sum *** *** ***
Horizontal drains
Drilling and installation of control horizontal
drains from tunnel nos *** *** ***
--------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page K2/9 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE K - MAIN TUNNELS CROSS-PASSAGES AND PUMP SUMPS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------------
ACTIVITY K2 - GROUND TREATMENT FOR BROUGHT FORWARD ***
CROSS PASSAGES (9 NOS.); APPROXIMATE
CHAINAGES BETWEEN 31+140 AND 33+380
Ground Treatment for Cross Passage No. 12
CP12.1 Mobilization & Demobilization of Jet Grouting
Works sum *** *** ***
CP12.2 Jet Grouting, extent as shown on the drawing,
Strength of grout 3 MPa
Drilling from ground level to bottom of jet m *** *** ***
Jet Grouting (by m3 of treated ground) m3 *** *** ***
CP12.3 Mobilization & Demobilization of T.A.M. Grouting
Works sum *** *** ***
CP12.4 T.A.M. Grouting, extent as shown on the drawing
Set up at each hole location nos *** *** ***
Drilling from ground level to bottom of treatment m *** *** ***
Grouting (by m3 of treated ground) m3 *** *** ***
CP12.5 Testing after grouting works
2 nos drill (coring only within the grouted zone
including setting up, 6 samples for compression test,
4 packer tests) sum *** *** ***
Horizontal drains
Drilling and installation of control horizontal
drains from tunnel nos *** *** ***
--------------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY K2 TO COST CENTRE 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]
9 August 2002 Page K2/10 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE K - MAIN TUNNELS CROSS-PASSAGES AND PUMP SUMPS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
---------------------------------------------------------------------------------------------------------------------------
ACTIVITY K3 - EXCAVATION AND SUPPORT
FOR CROSS PASSAGES (14 NOS.); APPROXIMATE
CHAINAGES BETWEEN 31+140 AND 34+510
A369.1 Temp. support frame for linning at CP loc. sum *** *** ***
A369.2 Steel arches for CP excavation sum *** *** ***
A370 Site supervision sum *** *** ***
T156 ▇▇▇▇▇ ▇▇▇ ▇▇▇▇▇ ▇▇▇▇▇▇▇▇ ▇/▇▇▇ ▇▇▇▇ - ▇▇▇▇ ▇▇ *** *** ***
T812 Rock bolt mechanic grouted - CP12 m *** *** ***
T826 Sprayed concrete min thickn. 50mm - CP12 m2 *** *** ***
T827 Mesh - CP12 m2 *** *** ***
T156 ▇▇▇▇▇ ▇▇▇ ▇▇▇▇▇ ▇▇▇▇▇▇▇▇ ▇/▇▇▇ ▇▇▇▇ - ▇▇▇▇ ▇▇ *** *** ***
T812 Rock bolt mechanic grouted - CP11 m *** *** ***
T826 Sprayed concrete min thickn. 50mm - CP11 m2 *** *** ***
T827 Mesh - CP11 m2 *** *** ***
T156 ▇▇▇▇▇ ▇▇▇ ▇▇▇▇▇ ▇▇▇▇▇▇▇▇ ▇/▇▇▇ ▇▇▇▇ - ▇▇▇▇ ▇▇ *** *** ***
T812 Rock bolt mechanic grouted - CP10 m *** *** ***
T826 Sprayed concrete min thickn. 50mm - CP10 m2 *** *** ***
T827 Mesh - CP10 m2 *** *** ***
T156 Excav for other cavities 5/10m long - CP9 m3 *** *** ***
T812 Rock bolt mechanic grouted - CP9 m *** *** ***
T826 Sprayed concrete min thickn. 50mm - CP9 m2 *** *** ***
T827 Mesh - CP9 m2 *** *** ***
---------------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page K3/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE K - MAIN TUNNELS CROSS-PASSAGES AND PUMP SUMPS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------
ACTIVITY K3 - EXCAVATION AND SUPPORT BROUGHT FORWARD ***
FOR CROSS PASSAGES (14 NOS.);
APPROXIMATE CHAINAGES BETWEEN
31+140 AND 34+510
T156 Excav for other cavities 5/10m long - CP8 m3 *** *** ***
T812 Rock bolt mechanic grouted - CP8 m *** *** ***
T826 Sprayed concrete min thickn. 50mm - CP8 m2 *** *** ***
T827 Mesh - CP8 m2 *** *** ***
T155 Excav for other cavities 5/10m long - CP7 m3 *** *** ***
T812 Rock bolt mechanic grouted - CP7 m *** *** ***
T826 Sprayed concrete min thickn. 50mm - CP7 m2 *** *** ***
T827 Mesh - CP7 m2 *** *** ***
T156 Excav for other cavities 5/10m long - CP6 m3 *** *** ***
T812 Rock bolt mechanic grouted - CP6 m *** *** ***
T826 Sprayed concrete min thickn. 50mm - CP6 m2 *** *** ***
T827 Mesh - CP6 m2 *** *** ***
T156 Excav for other cavities 5/10m long - CP5 m3 *** *** ***
T812 Rock bolt mechanic grouted - CP5 m *** *** ***
T826 Sprayed concrete min thickn. 50mm - CP5 m2 *** *** ***
T827 Mesh - CP5 m2 *** *** ***
T156 Excav for other cavities 5/10m long - CP4 m3 *** *** ***
T812 Rock bolt mechanic grouted - CP4 m *** *** ***
T826 Sprayed concrete min thickn. 50mm - CP4 m2 *** *** ***
T827 Mesh - CP4 m2 *** *** ***
--------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page K3/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE K - MAIN TUNNELS CROSS-PASSAGES AND PUMP SUMPS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------
ACTIVITY K3 - EXCAVATION AND SUPPORT BROUGHT FORWARD ***
FOR CROSS PASSAGES (14 NOS.);
APPROXIMATE CHAINAGES BETWEEN
31+140 AND 34+510
T156 Excav for other cavities 5/10m long - CP3 m3 *** *** ***
T812 Rock bolt mechanic grouted - CP3 m *** *** ***
T826 Sprayed concrete min thickn. 50mm - CP3 m2 *** *** ***
T827 Mesh - CP3 m2 *** *** ***
T155 Excav for other cavities 5/10m long - CP2 m3 *** *** ***
T812 Rock bolt mechanic grouted - CP2 m *** *** ***
T826 Sprayed concrete min thickn. 50mm - CP2 m2 *** *** ***
T827 Mesh - CP2 m2 *** *** ***
T155 Excav for other cavities 5/10m long - CP1 m3 *** *** ***
T812 Rock bolt mechanic grouted - CP1 m *** *** ***
T826 Sprayed concrete min thickn. 50mm - CP1 m2 *** *** ***
T827 Mesh - CP1 m2 *** *** ***
T155 Excav for other cavities 5/10m long - CP7A m3 *** *** ***
T812 Rock bolt mechanic grouted - CP7A m *** *** ***
T826 Sprayed concrete min thickn. 50mm - CP7A m2 *** *** ***
T827 Mesh - CP7A m2 *** *** ***
--------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY K3 TO COST CENTRE 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]
9 August 2002 Page K3/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE K - MAIN TUNNELS CROSS-PASSAGES AND PUMP SUMPS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------
ACTIVITY K4 - IN-SITU CONCRETE LINING
FOR CROSS PASSAGES (14 NOS.);
APPROXIMATE CHAINAGES BETWEEN
31+140 AND 34+510
E519 Stainless steel single left door nr *** *** ***
J232 Cement sand screed; granolithic 50mm thick m2 *** *** ***
D521 Cored/sawn openings through lin. for CP *50m3 sum *** *** ***
F240.2 Provis. of concrete designed mix m3 *** *** ***
F523 Placing of concrete reinf. ground slab m3 *** *** ***
G520 Deformed high yield steel bar to BS4449 t *** *** ***
G563 Steel fabric to BS4483 m2 *** *** ***
G815 Class U2 finishes m2 *** *** ***
?521 Polyvinyl chloride pipes nominal bore 200mm m *** *** ***
T243 In situ linning cast concrete ▇▇▇▇▇▇. gr 40/20 m3 *** *** ***
T253 In situ linning formwork to stated finish M2 *** *** ***
W134 Waterproofing sheeting - curved surf M2 *** *** ***
W424 Protective layer M2 *** *** ***
--------------------------------------------------------------------------------------------------------------------
TOTAL OF COST CENTRE K4 TO COST CENTRE 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]
9 August 2002 Page K4/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE K - MAIN TUNNELS CROSS-PASSAGES AND PUMP SUMPS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------
ACTIVITY K5 - PUMP SUMPS (2 NOS.) IN
BETWEEN CROSS PASSAGES
K231 Sump pit ▇▇▇▇▇▇▇▇ in situ concrete 3500x2500mm nr *** *** ***
--------------------------------------------------------------------------------------------------------------------
TOTAL OF COST CENTRE K5 TO COST CENTRE 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]
9 August 2002 Page K5/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE K - MAIN TUNNELS CROSS-PASSAGES AND PUMP SUMPS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------
ACTIVITY K6 - TRACK LEVEL
TRANSFORMER ROOMS
Additional Ground Treatment for Track Level Tx
Room at Chainage
TR1.1 Additional Mobilization & Demobilization of Rock
Grouting works sum *** *** ***
TR1.2 T.A.M. Grouting, extent as shown on the drawing
Set up at each hole location nos *** *** ***
Drilling from ground level m *** *** ***
Grouting (by m3 of treated ground) m3 *** *** ***
TR1.3 Testing after grouting works
2 nos drill (coring only within the grouted zone,
including setting up, 6 samples for compression
test, 4 packer tests) sum *** *** ***
Horizontal drains
Drilling and installation of control horizontal
drains from tunnel nos *** *** ***
--------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page K6/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE K - MAIN TUNNELS CROSS-PASSAGES AND PUMP SUMPS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------
ACTIVITY K6 - TRACK LEVEL BROUGHT FORWARD ***
TRANSFORMER ROOMS
Additional Ground Treatment for Track Level Tx
Room at Chainage
TR2.1 Additional Mobilization & Demobilization of Rock
Grouting works sum *** *** ***
TR2.2 Rock Grouting, extent as shown on the drawing
Set up at each hole location nos *** *** ***
Drilling from ground level m *** *** ***
Micro-cement Grouting (by m3 of ground treated) m3 *** *** ***
TR2.3 Testing after grouting works
2 nos drill (coring only within the grouted
zone, including setting up, 6 samples for
compression test, 4 packer tests) sum *** *** ***
Horizontal drains
Drilling and installation of control horizontal
drains from tunnel nos *** *** ***
--------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page K6/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE K - MAIN TUNNELS CROSS-PASSAGES AND PUMP SUMPS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------
ACTIVITY K6 - TRACK LEVEL BROUGHT FORWARD ***
TRANSFORMER ROOMS
A369 Temporary support frame for lining at ▇▇▇▇▇.▇▇▇▇
locate t *** *** ***
A370 Steel arches t *** *** ***
AE519 Stainles steel single left door nr *** *** ***
AE520 Double left Door nr *** *** ***
AE521 Single left Door nr *** *** ***
D521 Cored sawn openings through lining nr *** *** ***
AJ232 Cement sand screen; granolithic 50mm thick m2 *** *** ***
AE522 Exhaust air frame 800*800 nr *** *** ***
AT156 Excavation in rock m3 *** *** ***
AT812 Rock bolt mechanic mechanic grouted nr *** *** ***
AT826 Sprayed concrete min thickness 20mm incl wire mesh m2 *** *** ***
F240.2 Provision of concrete m3 *** *** ***
F253 Placing of concrete m3 *** *** ***
G520 Deformed high yield steel bars t *** *** ***
T253,1 Curved Formwork for ling m2 *** *** ***
T253,2 straight Formwork for internal
structure m2 *** *** ***
W134 Waterproofing sheeting curved surface m2 *** *** ***
W424 Protective layer m2 *** *** ***
--------------------------------------------------------------------------------------------------------------------
TOTAL OF COST CENTRE K6 TO COST CENTRE 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]
9 August 2002 Page K6/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE K - MAIN TUNNELS CROSS-PASSAGES AND PUMP SUMPS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------
COST CENTRE SUMMARY
COST CENTRE K
Activity K1 Ground treatment for cross passages (5 nos.);
approximate chainages between 33+599 and 34+510 sum ***
Activity K2 Ground treatment for cross passages (9 nos.);
approximate chainages between 31+140 and 33+380 sum ***
Activity K3 Excavation and support for cross passages (14 nos.);
approximate chainages between 31+140 and 34+510 sum ***
Activity K4 In-situ concrete lining for cross passages (14 nos.);
approximate chainages between 31+140 and 34+510 sum ***
Activity K5 Pump sumps (2 nos.) in between cross passages sum ***
Activity K6 Track level transformer rooms sum ***
Option 3 - Alternative Power Supply to delete the
Requirement for Transformer Rooms at Tunnel Level sum ***
--------------------------------------------------------------------------------------------------------------------
TOTAL OF COST CENTRE VALUE CARRIED 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]
9 August 2002 Page K6/4 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------
ACTIVITY L1 - TBM EXTRACTION SHAFT
(including excavation, temporary ▇▇▇▇▇▇▇,
struts, waling beams and base slab)
GENERAL ITEMS
Method-Related Charges
A370 Site supervision sum *** *** ***
A330 General Plant sum *** *** ***
A350.1 Temporary works sum *** *** ***
A320 General facilities sum *** *** ***
A350.2 Additional works sum *** *** ***
A355.1 Temporary waling & struting system t *** *** ***
A355.2 Temporary R.C. ring beams; concrete grade 40D m3 *** *** ***
A355.3 Temporary R.C. ring beams; reinforcement bars t *** *** ***
A355.4 Temporary R.C. ring beams; form work m2 *** *** ***
A355.5 Temporary R.C. base slab; concrete grade 40 D m3 *** *** ***
A355.6 Temporary R.C. base slab; steel fabric mesh A393 m2 *** *** ***
--------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L1/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------
ACTIVITY L1 - TBM EXTRACTION SHAFT BROUGHT FORWARD ***
(including excavation, temporary ▇▇▇▇▇▇▇,
struts, waling beams and base slab)
GROUND INVESTIGATION
A345 Method related charges, plant, boring & drilling.
Mobilisation and site establishment. sum *** *** ***
Rotary drilled boreholes
Numbers
B310 Core of NX size nr *** *** ***
Depth without core recovery; core of NX size;
commence from original surface
B335 In holes of maximum depth; 30 - 40m m *** *** ***
Depth cased
B360 Depth backfilled with imported granular material m *** *** ***
Site tests and observations
B513 Standard penetration test nr *** *** ***
--------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L1/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------
ACTIVITY L1 - TBM EXTRACTION SHAFT BROUGHT FORWARD ***
(including excavation, temporary ▇▇▇▇▇▇▇,
struts, waling beams and base slab)
GEOTECHNICAL AND OTHER SPECIALIST PROCESSES
A337 Method related charges -Site establishment and
mobilization for Diaphragm walls sum *** *** ***
Diarphagm walls
C610.1 Excavation in material other than rock; wall 1000mm
thick m3 *** *** ***
C610.2 Excavation in material other than rock; wall 1200mm
thick m3 *** *** ***
Concrete; grade 45D/20; category C temperature
requirement
C640 D. Wall m3 *** *** ***
Deformed high yield steel bar reinforcement to
BS4449
C666 Nominal size; 16-40mm t *** *** ***
C669 Couplers; nominal size 40mm nr *** *** ***
C690.1 2 nos. 10m X 10m continuous fibre reinforcement CFR sum *** *** ***
Guide walls
C680 Guide walls m *** *** ***
Diaphragm wall testing
C690.2 Coring of cast in place concrete diaphragm walls m *** *** ***
C690.3 Interface coring of cast in place concrete diaphragm
wall nr *** *** ***
C690.4 Non-destructive integrity; sonic testing of completed
diaphragm wall panels nr *** *** ***
C690.5 Compressive strength tests of cored concrete
diaphragm wall nr *** *** ***
--------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L1/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------
ACTIVITY L1 - TBM EXTRACTION SHAFT BROUGHT FORWARD ***
(including excavation, temporary ▇▇▇▇▇▇▇,
struts, waling beams and base slab)
Cut-off surplus length
C690.6 Width 1000mm m *** *** ***
Pumping Test
A356 Pumping test (4 no. pump well) sum *** *** ***
TEMPORARY WORKS FOR TBM BREAK OUT
A337 Method related charges, plant, mobilisation and
site establishment sum *** *** ***
A288.1 Slurry wall for the Break In m2 *** *** ***
A288.2 Install pumping ▇▇▇▇▇ ▇▇ *** *** ***
K288.3 Perform pumping test sum *** *** ***
--------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L1/4 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------
ACTIVITY L1 - TBM EXTRACTION SHAFT BROUGHT FORWARD ***
(including excavation, temporary ▇▇▇▇▇▇▇,
struts, waling beams and base slab)
EARTHWORKS
General excavation
Material other than topsoil, rock or artificial
hard material
E426 maximum depth not exceeding 5m m3 *** *** ***
E427 maximum depth 10-15m m3 *** *** ***
E428 maximum depth 15-20m m3 *** *** ***
E429 maximum depth 20-25m 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 *** *** ***
Filling
To structure
E624 imported natural material other than topsoil or rock m3 *** *** ***
Filing ancillaries
Preparation of filled surfaces
E722 material other than topsoil, rock or artificial hard
material m2 *** *** ***
--------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L1/5 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------
ACTIVITY L1 - TBM EXTRACTION SHAFT BROUGHT FORWARD ***
(including excavation, temporary ▇▇▇▇▇▇▇,
struts, waling beams and base slab)
IN SITU CONCRETE
Provision of concrete designed mix
F243 Class: 20/20 m3 *** *** ***
F263 Class: 30/20; concrete category C temperature
requirements m3 *** *** ***
F283.1 Class: 40/20; concrete category A temperature
requirements m3 *** *** ***
F283.2 Class: 40/20; concrete category B temperature
requirements m3 *** *** ***
F293 Class: 45/20; concrete category A temperature
requirements m3 *** *** ***
Placing of mass concrete
Blinding layer
F511 thickness: not exceeding 150 mm m3 *** *** ***
Placing of reinforced concrete
Base slabs
F624 thickness: exceeding 500 mm m3 *** *** ***
Suspended slab
F634 thickness: exceeding 500 mm m3 *** *** ***
Walls
F643 thickness: ▇▇▇ - ▇▇▇ ▇▇ ▇▇ *** *** ***
F645 thickness: exceeding 500 mm m3 *** *** ***
F665 Beams, cross sectional size exceeding 1 m2 m3 *** *** ***
F655 Column, cross sectional size exceeding 1 m2 m3 *** *** ***
--------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L1/6 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------
ACTIVITY L1 - TBM EXTRACTION SHAFT BROUGHT FORWARD ***
(including excavation, temporary ▇▇▇▇▇▇▇,
struts, waling beams and base slab)
CONCRETE ANCILLARIES
Formwork finish; type F3
Horizontal
G315 width: exceeding 1.22 m m2 *** *** ***
Vertical
G344 width: 0.4-1.22m m2 *** *** ***
G345 width: exceeding 1.22 m m2 *** *** ***
G382 Formwork for column (size 1.2m x 1.2m) m *** *** ***
G381.1 Formwork for beams (size 1.2m x 2.2m) m *** *** ***
G381.2 Formwork for beams (size 3m x 1.2m) m *** *** ***
Reinforcement
Deformed high yield steel bars
to BS 4449
G520 all diameter t *** *** ***
Joints
Internal PVC waterstop; average width 200-300mm
G653 at construction joint m *** *** ***
G659 Hydrophilic sealing strips; 20mm wide x 10mm deep m *** *** ***
--------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L1/7 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------
ACTIVITY L1 - TBM EXTRACTION SHAFT BROUGHT FORWARD ***
(including excavation, temporary ▇▇▇▇▇▇▇,
struts, waling beams and base slab)
CONCRETE ANCILLARIES
Concrete accessories
Finishing of top surfaces
G815 class U3 finishes m2 *** *** ***
WATERPROOFING
2 layers of spray applied waterproofing membrane
W141 upper surfaces inclined at an angle not exceeding 30
degrees to the horizontal; roof slab m2 *** *** ***
W143 surface inclined at an angle exceeding 60 degree
to the horizontal m2 *** *** ***
--------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L1/8 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------
ACTIVITY L1 - TBM EXTRACTION SHAFT BROUGHT FORWARD ***
(including excavation, temporary ▇▇▇▇▇▇▇,
struts, waling beams and base slab)
WATERPROOFING
Performed continuously keyed polymer membrane
W141 upper surfaces inclined at an angle not exceeding 30 m2 *** *** ***
degrees to the horizontal; underside of base slab
Reactive cementious coating
W165.1 upper surfaces inclined at an angle not exceeding 30 m2 *** *** ***
degrees to the horizontal; base slab
W165.2 surfaces inclined at an angle exceeding 60 degrees m2 *** *** ***
to the horizontal; internal wall
100mm thick protection screed to waterproofing
coating
W441 upper surfaces inclined at an angle not exceeding 30 m2 *** *** ***
degrees to the horizontal; roof slab
W493 Blockwork wall protection to waterproofing coating; m2 *** *** ***
vertical surface
--------------------------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY L1 TO COST CENTRE 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]
9 August 2002 Page L1/9 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------
ACTIVITY L2 - R.C. BOX STRUCTURE
(cut and cover tunnel section), including excavation
and associated struts, waling beams and temporary
slab for TBM extraction shaft
GENERAL ITEMS
Method-Related Charges
A363 Temporary support to excavation sum *** *** ***
A355 Temporary waling & struting system t *** *** ***
--------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L2/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------
ACTIVITY L2 - R.C. BOX STRUCTURE BROUGHT FORWARD ***
(cut and cover tunnel section), including excavation
and associated struts, waling beams and temporary
slab for TBM extraction shaft
GROUND INVESTIGATION
A345 Method related charges, plant, boring & drilling.
Mobilisation and site establishment. sum *** *** ***
Rotary drilled boreholes
Numbers
B310 Core of NX size nr *** *** ***
Depth without core recovery; core of NX size;
commence from original surface
B335 In holes of maximum depth; 30 - 40m m *** *** ***
Depth cased
B360 Depth backfilled with imported granular material m *** *** ***
Site tests and observations
B513 Standard penetration test nr *** *** ***
--------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L2/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------
ACTIVITY L2 - R.C. BOX STRUCTURE BROUGHT FORWARD ***
(cut and cover tunnel section), including excavation
and associated struts, waling beams and temporary
slab for TBM extraction shaft
GEOTECHNICAL AND OTHER SPECIALIST PROCESSES
A337 Method related charges -Site establishment and
mobilization for Diaphragm walls - sum *** *** ***
Diarphagm walls
C610 Excavation in material other than rock; wall 800mm
thick m3 *** *** ***
Concrete: grade 45D/20; category C temperature
requirement
C640 D. Wall m3 *** *** ***
Deformed high yield steel bar reinforcement to
BS4449
C666 Nominal size; 16-40mm t *** *** ***
Guide walls
C680 Guide walls m *** *** ***
Diaphragm wall testing
C690.1 Coring of cast in place concrete diaphragm walls m *** *** ***
C690.2 Interface coring of cast in place concrete diaphragm
wall nr *** *** ***
C690.3 Non-destructive integrity; sonic testing of
complete diaphragm wall panels nr *** *** ***
C690.4 Compressive strength tests of cored concrete
diaphragm wall nr *** *** ***
--------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L2/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------
ACTIVITY L2 - R.C. BOX STRUCTURE BROUGHT FORWARD ***
(cut and cover tunnel section), including excavation
and associated struts, waling beams and temporary
slab for TBM extraction shaft
Cut-off surplus length
C690.5 Width 800mm m *** *** ***
Pumping Test
A356 Pumping test (24 no. pump well) sum *** *** ***
INTERLOCKING STEEL SHEET PILES
A337 Method related charges, plant, pile driving.
Mobilisation and site establishment sum *** *** ***
A363.1 Supply of sheet pile material t *** *** ***
A363.2 Installation of sheet piles to the designed depth
inclusive of welding m2 *** *** ***
TEMPORARY WORKS FOR CROSS WALLS
A288.1 Cross wall at CH.34+545 (DW) m2 *** *** ***
A288.2 Cross wall at CH.34+710 (SP) m2 *** *** ***
A288.3 Cross wall at CH.34+760 (SP) m2 *** *** ***
A288.4 Cross wall at CH.34+850 (SP) m2 *** *** ***
--------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L2/4 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------
ACTIVITY L2 - R.C. BOX STRUCTURE BROUGHT FORWARD ***
(cut and cover tunnel section), including excavation
and associated struts, waling beams and temporary
slab for TBM extraction shaft
EARTH WORKS
General excavation
Material other than topsoil, rock or artificial hard
material
E426 maximum depth 5-10m m3 *** *** ***
E427 maximum depth 10-15m m3 *** *** ***
E428 maximum depth 15-20m 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 *** *** ***
Filling
To structure
E624 imported natural material other than topsoil or rock m3 *** *** ***
Filing ancillaries
Preparation of filled surfaces
E722 material other than topsoil, rock or artificial hard
material m2 *** *** ***
--------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L2/5 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------
ACTIVITY L2 - R.C. BOX STRUCTURE BROUGHT FORWARD ***
(cut and cover tunnel section), including excavation
and associated struts, waling beams and temporary
slab for TBM extraction shaft
IN SITU CONCRETE
Provision of concrete designed mix
F210 Weak concrete replacement fill m3 *** *** ***
F243 Class: 20/20 m3 *** *** ***
F283.1 Class: 40/20; concrete category A temperature
requirements m3 *** *** ***
F283.2 class: 40/20; concrete category B temperature
requirements m3 *** *** ***
F293 Class: 45/20; concrete category A temperature
requirements m3 *** *** ***
Placing of mass concrete
B1inding layer
F511 thickness: not exceeding 150 mm m3 *** *** ***
Placing of reinforced concrete
Base slabs
F624 thickness: exceeding 500 mm m3 *** *** ***
Suspended slab
F634 thickness: exceeding 500 mm m3 *** *** ***
Walls
F645 thickness: exceeding 500 mm m3 *** *** ***
F665 Beams, cross sectional size exceeding 1 m2 m3 *** *** ***
F655 Column, cross sectional size exceeding 1 m2 m3 *** *** ***
--------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L2/6 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------
ACTIVITY L2 - R.C. BOX STRUCTURE BROUGHT FORWARD ***
(cut and cover tunnel section), including excavation
and associated struts, waling beams and temporary
slab for TBM extraction shaft
CONCRETE ANCILLARIES
Formwork finish; type F3
Horizontal
G315 width: exceeding 1.22 m m2 *** *** ***
Vertical
G344 width: 0.4-1.22m m2 *** *** ***
G345 width: exceeding 1.22 m m2 *** *** ***
G382.1 Formwork for column 0.5m x 0.8m m *** *** ***
G382.2 Formwork for column 0.8m x 0.8m m *** *** ***
G381 Formwork for beams (size 3m x 1.2m) m *** *** ***
Reinforcement
Deformed high yield steel bars
to BS 4449
G520 all diameter t *** *** ***
Joints
Internal PVC water stop; average width 200-300mm
G653 at construction joint m *** *** ***
G659 Hydrophilic sealing strips; 20mm wide x 10mm deep m *** *** ***
--------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L2/7 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------
ACTIVITY L2 - R.C. BOX STRUCTURE BROUGHT FORWARD ***
(cut and cover tunnel section), including excavation
and associated struts, waling beams and temporary
slab for TBM extraction shaft
CONCRETE ANCILLARIES
Concrete accessories
Finishing of top surfaces
G815 class U3 finishes m2 *** *** ***
WATERPROOFING
2 layers of spray applied waterproofing membrane
W141 upper surfaces inclined at an angle not exceeding
30 degrees to the horizontal; roof slab m2 *** *** ***
W143 surface inclined at an angle exceeding 60 degree
to the horizontal m2 *** *** ***
--------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L2/8 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------------------------
ACTIVITY L2 - R.C. BOX STRUCTURE BROUGHT FORWARD ***
(cut and cover tunnel section), including excavation
and associated struts, waling beams and temporary
slab for TBM extraction shaft
WATERPROOFING
Performed continuously keyed polymer membrane
W141 upper surfaces inclined at an angle not exceeding 30
degrees to the horizontal; underside of base slab m2 *** *** ***
Reactive cementious coating
W165.1 upper surfaces inclined at an angle not exceeding 30
degrees to the horizontal; base slab m2 *** *** ***
W165.2 surfaces inclined at an angle exceeding 60 degrees
to the horizontal; internal wall m2 *** *** ***
100mm thick protection screed to waterproofing
coating
W441 upper surfaces inclined at an angle not exceeding 30 m2 *** *** ***
degrees to the horizontal; roof slab
W493 Blockwork wall protection to waterproofing coating;
vertical surface m2 *** *** ***
MISCELLANEOUS WORKS
X900 Corrosion monitoring system nr *** *** ***
--------------------------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L2/9 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY L2 - R.C. BOX STRUCTURE BROUGHT FORWARD ***
(cut and cover tunnel section), including
excavation and associated struts, waling beams
and temporary slab for TBM extraction shaft
Z413.1 Wall plastering m2 *** *** ***
Z414.1 Ceiling plastering m2 *** *** ***
Z413.2 epoxy paint on fair face concrete; walls m2 *** *** ***
Z414.2 epoxy paint on fair face concrete; ceilings m2 *** *** ***
Z411.1 ▇▇▇▇▇.screed floated+sealed, with epoxy paint m2 *** *** ***
X900 225mm surface channel m *** *** ***
Z323.1 Stainless steel door with 4 hrs FRP (single) nr *** *** ***
Z323.2 Stainless steel door with 4 hrs FRP (double) nr *** *** ***
Z349.1 Galvanised m.s. handrails m *** *** ***
Z421 ceramic tiles & cement rendering m2 *** *** ***
Z425 Skirting m *** *** ***
Z411.2 Staircase nosing m *** *** ***
Z411.3 Staircase open string m *** *** ***
W390 roofing including protection m2 *** *** ***
Z349.2 stainless steel roof edge trimming m *** *** ***
Z349.3 GMS balustrades m *** *** ***
X333 250 mm UPVC rain water down pipe m *** *** ***
I222 300 mm PC pipe; bed A; in trench; depth not
exceeding 1.5m m *** *** ***
X900.2 Civil provision for systemwide contracts sum *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page ▇▇/▇▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY L2 - R.C. BOX STRUCTURE BROUGHT FORWARD ***
(cut and cover tunnel section), including
excavation and associated struts, waling beams
and temporary slab for TBM extraction shaft
Z349 GMS hand railing; with plastic cap m *** *** ***
Z323 SS door for cross passage nr *** *** ***
X900.1 Civil provision for connection to TBM tunnel nr *** *** ***
X900.2 Civil provision for cross passage nr *** *** ***
-----------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY L2 TO COST CENTRE 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]
9 August 2002 Page ▇▇/▇▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY L3 - OPEN RAMP STRUCTURE BROUGHT FORWARD ***
WITH FLYING BEAMS (transition ramp section)
Ground Investigation
A345 Method related charges, plant, boring &
drilling. Mobilisation and site establishment. sum *** *** ***
Rotary drilled boreholes
Numbers
B310 Core of NX size nr *** *** ***
Depth without core recovery; core of NX size;
commence from original surface
B335 In holes of maximum depth; 30 - 40m m *** *** ***
Depth cased
B360 Depth backfilled with imported granular
material m *** *** ***
Site tests and observations
B513 Standard penetration test nr *** *** ***
Interlocking steel sheet piles
A337 Method related charges, plant, pile driving.
Mobilisation and site establishment sum *** *** ***
P841 Supply of sheet pile material t *** *** ***
P842 Installation of sheet piles to the designed
depth incisive of welding. m2 *** *** ***
Pumping Test
A356 Pumping test (6 no. pump well) sum *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L3/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY L3 - OPEN RAMP STRUCTURE BROUGHT FORWARD ***
WITH FLYING BEAMS (transition ramp section)
Earthworks
General excavation
Material other than topsoil, rock or
artificial hard material
E426 maximum depth 5-10m 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 *** *** ***
Filling
To structure
E624 Imported natural material m3 *** *** ***
General Items
Method-Related Charges
A363 Temporary support to excavation sum *** *** ***
A355 Temporary waling & struting system t *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L3/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY L3 - OPEN RAMP STRUCTURE BROUGHT FORWARD ***
WITH FLYING BEAMS (transition ramp section)
In Situ Concrete
Provision of concrete designed mix
F230 Weak concrete fill m3 *** *** ***
F243 Class: 20/20 m3 *** *** ***
F283 Class: 40/20; concrete category A temperature
requirements m3 *** *** ***
F293 Class: 45/20; concrete category B temperature
requirements m3 *** *** ***
Placing of mass concrete
Blinding layer
F511 thickness: not exceeding 150 mm m3 *** *** ***
Placing of reinforced concrete
Base slabs
F624 thickness: exceeding 500 mm m3 *** *** ***
Suspended slab
F633 thickness: 300-500 mm m3 *** *** ***
F644 walls thickness : exceeding 500 mm m3 *** *** ***
Flying beam
F660 3m x 1.2m deep m3 *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L3/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY L3 - OPEN RAMP STRUCTURE BROUGHT FORWARD ***
WITH FLYING BEAMS (transition ramp section)
Concrete Ancillaries
Formwork finish; type F3
Horizontal
G315 width : exceeding 1.22m m2 *** *** ***
Vertical
G344 width: 0.4-1.22m m2 *** *** ***
G345 width: exceeding 1.22 m m2 *** *** ***
G381 Formwork to beam, 1.2m x 3m high m *** *** ***
Reinforcement
Deformed high yield steel bars
to BS 4449
G520 all diameter t *** *** ***
Joints
Internal PVC waterstop; average width
200-300mm
G653 at construction joint m *** *** ***
Hydrophilic sealing strips; 20mm wide x 10mm
deep
G659 20 x 10 mm deep m *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L3/4 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY L3 - OPEN RAMP STRUCTURE BROUGHT FORWARD ***
WITH FLYING BEAMS (transition ramp section)
Concrete Ancillaries
Concrete accessories
Finishing of top surfaces
G815 class U3 finishes m2 *** *** ***
Waterproofing
Performed continuously keyed polymer membrane
W141 upper surfaces inclined at an angle not
exceeding 30 degrees to the horizontal;
underside of base slab m2 *** *** ***
W500.1 Sprayed vertical waterproofing membrane m2 *** *** ***
W500.2 Sprayed horizontal waterproofing membrane m2 *** *** ***
Reactive cementitious coating
W160.1 Horizontal m2 *** *** ***
W160.2 Vertical m2 *** *** ***
Miscellaneous Works
X900.1 Corrosion monitoring system nr *** *** ***
X900.2 Civil provision for systemwide contracts sum *** *** ***
Z349 GMS hand railing with plastic cap m *** *** ***
-----------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY L3 TO COST CENTRE 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]
9 August 2002 Page L3/5 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY L4 - OPEN RAMP STRUCTURE
WITH ROAD DECK (transition ramp section)
General Items
Method-Related Charges
A363 Temporary support to excavation sum *** *** ***
A355 Temporary waling & struting system t *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L4/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY L4 - OPEN RAMP STRUCTURE BROUGHT FORWARD ***
WITH ROAD DECK (transition ramp section)
Ground Investigation
A345 Method related charges, plant, boring &
drilling. Mobilisation and site establishment. sum *** *** ***
Rotary drilled boreholes
Numbers
B310 Core of NX size nr *** *** ***
Depth without core recovery; core of NX size;
commence from original surface
B335 In holes of maximum depth; 30 - 40m m *** *** ***
Depth cased
B360 Depth backfilled with imported granular
material m *** *** ***
Site tests and observations
B513 Standard penetration test nr *** *** ***
Interlocking steel sheet piles
A337 Method related charges, plant, pile driving.
Mobilisation and site establishment sum *** *** ***
P841 Supply of sheet pile material t *** *** ***
P842 Installation of sheet piles to the designed
depth inclusive of welding. m2 *** *** ***
Temporary works for Cross Walls
A288.1 Cross wall at CH.35+060 (SP) m2 *** *** ***
A288.2 Cross wall at CH.35+100 (SP) m2 *** *** ***
Pumping Test
A356 Pumping test (6 no. pump well) sum *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L4/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY L4 - OPEN RAMP STRUCTURE BROUGHT FORWARD ***
WITH ROAD DECK (transition ramp section)
Earthworks
General excavation
Material other than topsoil, rock or
artificial hard material
E426 maximum depth 5-10m 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 *** *** ***
Filling
E635 Imported natural material m3 *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L4/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY L4 - OPEN RAMP STRUCTURE BROUGHT FORWARD ***
WITH ROAD DECK (transition ramp section)
In Situ Concrete
Provision of concrete designed mix
F230 Weak concrete replacement fill m3 *** *** ***
F243 Class: 20/20 m3 *** *** ***
F283 Class: 40/20; concrete category A temperature
requirements m3 *** *** ***
Placing of mass concrete
Blinding layer
F511 thickness: not exceeding 150 mm m3 *** *** ***
Placing of reinforced concrete
Base slabs
F624 thickness: exceeding 500 mm m3 *** *** ***
Suspended slab
F634 thickness: exceeding 500 mm m3 *** *** ***
Walls
F644 thickness: exceeding 500 mm m3 *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L4/4 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY L4 - OPEN RAMP STRUCTURE BROUGHT FORWARD ***
WITH ROAD DECK (transition ramp section)
Concrete Ancillaries
Formwork finish: type F3
Horizontal
G315 width: exceeding 1.22 m m2 *** *** ***
Vertical
G340 width 0.4- 1.22m m2 *** *** ***
G345 width: exceeding 1.22 m m2 *** *** ***
Reinforcement
Deformed high yield steel bars to BS 4449
G529 all diameter t *** *** ***
Joints
Internal PVC waterstop; average width
200-300mm
G653 at construction joint m *** *** ***
Hydrophilic sealing strips; 20mm wide x 10mm
deep
G659 20 x 10 mm deep m *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L4/5 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY L4 - OPEN RAMP STRUCTURE BROUGHT FORWARD ***
WITH ROAD DECK (transition ramp section)
Concrete Ancillaries
Concrete accessories
Finishing of top surfaces
G815 class U3 finishes m2 *** *** ***
Waterproofing
2 layers of spray applied waterproofing
membrane
W141.1 upper surfaces inclined at an angle not
exceeding 30 degrees to the horizontal; roof
slab m2 *** *** ***
W141.2 surfaces inclined at an angle exceeding 60
degrees to the horizontal m2 *** *** ***
Preformed continuously keyed polymer membrane
W141.3 upper surfaces inclined at an angle not
exceeding 30 degrees to the horizontal;
underside of base slab m2 *** *** ***
Reactive cementitious coating
W160.1 Horizontal m2 *** *** ***
W160.2 Vertical m2 *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L4/6 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY L4 - OPEN RAMP STRUCTURE BROUGHT FORWARD ***
WITH ROAD DECK (transition ramp section)
Waterproofing
100mm thick protection screed to
waterproofing coating
W441 upper surfaces inclined at an angle not
exceeding 30 degrees to the horizontal; roof
slab m2 *** *** ***
Blockwork wall protection to waterproofing
coating
W493 surfaces inclined at an angle exceeding 60
degrees to the horizontal; internal wall m2 *** *** ***
Miscellaneous Works
X900.1 Corrosion monitoring system nr *** *** ***
X900.2 Civil provision for systemwide contracts sum *** *** ***
Z349 GMS hand railing with plastic cap m *** *** ***
-----------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY L4 TO COST CENTRE 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]
9 August 2002 Page L4/7 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY L5 - OPEN RAMP STRUCTURE
(transition ramp section)
General Items
Method-Related Charges
A355 Temporary waling & struting system t *** *** ***
A363 Temporary support to excavation sum *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L5/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY L5 - OPEN RAMP STRUCTURE BROUGHT FORWARD ***
(transition ramp section)
Earthworks
General excavation
Material other than topsoil, rock or
artificial hard material
E426 maximum depth not exceeding 5m m3 *** *** ***
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 *** *** ***
Filling
To structure
E624 Imported natural material m3 *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L5/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY L5 - OPEN RAMP STRUCTURE BROUGHT FORWARD ***
(transition ramp section)
In Situ Concrete
Provision of concrete designed mix
F230 Weak concrete fill m3 *** *** ***
F243 Class: 20/20 m3 *** *** ***
F283 Class: 40/20; concrete category A temperature
requirements m3 *** *** ***
Placing of mass concrete
Blinding layer
F511 thickness: not exceeding 150 mm m3 *** *** ***
Placing of reinforced concrete
Base slabs
F624 thickness: exceeding 500 mm m3 *** *** ***
Walls
F644 thickness: exceeding 500 mm m3 *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L5/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY L5 - OPEN RAMP STRUCTURE BROUGHT FORWARD ***
(transition ramp section)
Concrete Ancillaries
Formwork finish; type F3
Vertical
G345 width: exceeding 1.22 m m2 *** *** ***
Reinforcement
Deformed high yield steel bars
to BS 4449
G529 all diameter t *** *** ***
Joints
Internal PVC waterstop; average width
200-300mm
G653 at construction joint m *** *** ***
Hydrophilic sealing strips; 20mm wide x 10mm
deep
G659 20 x 10 mm deep m *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L5/4 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY L5 - OPEN RAMP STRUCTURE BROUGHT FORWARD ***
(transition ramp section)
Concrete Ancillaries
Concrete accessories
Finishing of top surfaces
G815 class U3 finishes m2 *** *** ***
Waterproofing
Performed continuously keyed polymer membrane
W141 upper surfaces inclined at an angle not
exceeding 30 degrees to the horizontal;
underside of base slab m2 *** *** ***
W500 Sprayed vert waterproof membrane m2 *** *** ***
W490 100mm protective blockworks m2 *** *** ***
Cementitious coating
W160.1 Horizontal m2 *** *** ***
W160.2 Vertical m2 *** *** ***
Miscellaneous Works
X900.1 Corrosion monitoring system nr *** *** ***
X900.2 Civil provision for systemwide contracts sum *** *** ***
Z349 GMS hand railing with plastic cap m *** *** ***
-----------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY L5 TO COST CENTRE 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]
9 August 2002 Page L5/5 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY ▇▇ - ▇▇▇▇▇▇ ▇▇▇▇
Demolition and Site Clearance
D100 General clearance ha *** *** ***
D210 Felling of tree nr *** *** ***
D521 Demolition of other structures nr *** *** ***
Ground Investigation
Laboratory tests
Soil strength
B769 subgrade modulus of elasticity test as
detail in Specifications sum *** *** ***
Earthworks
Earthworks ancillaries
Preparation of filled surfaces
E522 material other than topsoil, rock or AHM;
access rd m2 *** *** ***
Filling
E625 embankment; imported natural material;
access rd m3 *** *** ***
Preparation of filled surfaces
E622 material other than topsoil, rock or AHM;
access rd m2 *** *** ***
Roads and Pavements
Sub-bases, flexible road bases and surfacing
R190.1 Provision of ▇▇▇ ▇▇▇▇▇▇ ▇▇▇▇ ▇▇ *** *** ***
R190.2 Realignment of Lok Ma ▇▇▇▇ ▇▇▇▇ ▇▇ *** *** ***
R190.3 Provision of maintenance access road 2m wide
(min.) m2 *** *** ***
R190.4 Provision of new footpath 1500mm wide m2 *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L6/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY ▇▇ - ▇▇▇▇▇▇ ▇▇▇▇ BROUGHT FORWARD ***
▇▇▇▇▇ channels and edgings
R610 Precast concrete ▇▇▇▇▇ of Highways Dept.
including 1:3 cement mortar bed and concrete
haunch Class: 20/20 m *** *** ***
R651 Precast Concrete edging type E1 of HyD
standard m *** *** ***
Street furniture and road marking :
R811 non-illuminated traffic signs nr *** *** ***
R812 illuminated traffic signs nr *** *** ***
R822 reflecting road studs nr *** *** ***
R823 letters and shape nr *** *** ***
R824 continuous lines m *** *** ***
R825 intermittent lines m *** *** ***
Road drainage
Road drainage at west ventilation building
I210 150mm dia. concrete pipe with concrete
surround m *** *** ***
I220.1 225mm dia. concrete pipe with concrete
haunches m *** *** ***
I220.2 300mm dia. concrete pipe with concrete
haunches m *** *** ***
I230.1 375mm dia. concrete pipe with concrete
haunches m *** *** ***
I230.2 450mm dia. concrete pipe with concrete
haunches m *** *** ***
I230.3 525mm dia. concrete pipe with concrete
haunches m *** *** ***
X900 300 U-Channel m *** *** ***
K350 road gully type GA1-450 nr *** *** ***
K130 in-situ concrete stormwater manhole type E nr *** *** ***
K230.1 in-situ concrete catchpit nr *** *** ***
K230.2 oil interceptor; highway standard drawing
H3028 nr *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L6/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY ▇▇ - ▇▇▇▇▇▇ ▇▇▇▇ BROUGHT FORWARD ***
Road drainage at west ventilation building
(cont'd)
K860.1 connection to box culvert nr *** *** ***
K230.1 in-situ concrete valve pit nr *** *** ***
K230.2 soakaway pit : 2m x 3m x 2m nr *** *** ***
Road drainage at Lok Ma ▇▇▇▇ Road :
I210 150mm dia. concrete pipe with concrete
surround m *** *** ***
I220 300mm dia. concrete pipe with concrete
haunches m *** *** ***
I230.1 375mm dia. concrete pipe with concrete
haunches m *** *** ***
I230.2 450mm dia. concrete pipe with concrete
haunches m *** *** ***
I230.3 525mm dia. concrete pipe with concrete
haunches m *** *** ***
X900.1 300mm U-channel m *** *** ***
K350 road gully type GA1-450 nr *** *** ***
K130 in-situ concrete stormwater manhole type E nr *** *** ***
K230.1 in-situ concrete catchpit nr *** *** ***
K860.2 connection to box culvert nr *** *** ***
Civil provision for street lighting
K510 150mm upvc cable duct m *** *** ***
K230.2 draw pits nr *** *** ***
Fire hydrant and associated pipework
X900.2 fire hydrant nr *** *** ***
I310 150mm dia. D.I. Pipe m *** *** ***
Fencing & Gates
X194 KCRC standard security fence; height 2.5m m *** *** ***
X230.1 Pedestrian gate nr *** *** ***
X230.2 Vehicular gate nr *** *** ***
Type 2 railing; as defined on Highway
Department Standard Drawing nrs H2130, H2131
and H2134
Z349 1000mm high overall m *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L6/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY ▇▇ - ▇▇▇▇▇▇ ▇▇▇▇ BROUGHT FORWARD ***
Site landscaping
10% light standard size trees, 20% seedling
trees & 70% shrubs
E820 Hydraulic mulch grass seeding; hydroseeding m2 *** *** ***
E850 Shrub nr *** *** ***
E860.1 Tree; standard nr *** *** ***
E860.2 Tree; seedling nr *** *** ***
E860.3 Tree; transplating; 1.5 - 2.0 m girth nr *** *** ***
Provision of Railway Emergency Repair Material
Storage Yard and ancillary structures
E633 filling to form storage yard m3 *** *** ***
E722 preparation of filled surfaces m2 *** *** ***
R777 concrete grade 30/20 pavement; thickness 200 -
300 m2 *** *** ***
I224 300 mm P.C pipe; bed A; in trench; depth 1.5 -
2.5 m *** *** ***
X900.1 300 mm concrete U-channel m *** *** ***
X900.2 450 mm concrete U-channel m *** *** ***
K230 in-situ concrete catchpit nr *** *** ***
X900.3 in-situ concrete outfall nr *** *** ***
X900.4 E&M Room; 14 x 8 m; one storey high nr *** *** ***
X900.5 Power room; 8 x 6 m; one storey high nr *** *** ***
Provision of retaining wall along ▇▇▇ ▇▇ ▇▇▇▇
▇▇▇▇
▇▇▇▇ general excavation m3 *** *** ***
E532 disposal of excavated material off site m3 *** *** ***
E633 backfilling m3 *** *** ***
E722 preparation of filled surfaces m2 *** *** ***
F263 concrete grade 30/20 m3 *** *** ***
F640 placing concrete; wall m3 *** *** ***
G300 formwork F3 m2 *** *** ***
G520 bar-reinforcement t *** *** ***
X900.6 type 2 railing m *** *** ***
E637 Granular filter type 1 m3 *** *** ***
E730 geotextile m2 *** *** ***
-----------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY L6 TO COST CENTRE 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]
9 August 2002 Page L6/4 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY L7 - UTILITY SERVICES
Pipework - Manholes And Pipework Ancillaries
Box culvert including connection to existing
system
K900.1 single cell box culvert; 3.0m wide x 1.2m deep m *** *** ***
K900.2 double cell box culvert; 3.0m wide x 1.7m deep m *** *** ***
K900.3 double cell box culvert; 2.5m wide x 2.0m deep m *** *** ***
K850.1 Connection to existing system nr *** *** ***
Drainage channel including connection to
existing system
K900.4 drainage channel; 4m wide x 2m deep m *** *** ***
K900.5 drainage channel; 7.6m wide x 3.5m deep m *** *** ***
K900.6 Trapezodial channel; 7m wide x 2.5m deep m *** *** ***
K900.7 Trapezodial channel; 3m wide x 1.5m deep m *** *** ***
K900.8 Existing nullah blocked off with headwall (1 sum *** *** ***
no)
K900.9 Construct overflow ▇▇▇▇ 1200x300x750mm high nr *** *** ***
K850.2 Connection to existing system nr *** *** ***
Utility
Permanent realignment of existing services; as
Specified
Water
A383 300mm diameter fresh water pipe; FW43 m *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page L7/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY L7 - UTILITY SERVICES BROUGHT FORWARD ***
Cable ducts 2 way
Nominal bore : not exceeding 200mm
K523 in trenches; depth 1.5-2.0m m *** *** ***
K230 draw pits nr *** *** ***
-----------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY L7 TO COST CENTRE 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]
9 August 2002 Page L7/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE L - CUT & COVER SECTION AT WESTERN APPROACH
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
COST CENTRE SUMMARY
Cost Centre L
Activity L1 TBM extraction shaft including excavation,
temporary ▇▇▇▇▇▇▇, struts, waling beams and
base slab sum *** ***
Activity L2 Reinforced concrete box structure (cut and
cover tunnel section), including excavation
and associated struts, waling beams and
temporary slab for TBM extraction shaft sum ***
Activity L3 Open ramp structure with flying beams
(transition ramp section) sum ***
Activity L4 Open ramp structure with road deck
(transition ramp section) sum ***
Activity L5 Open ramp structure (transition ramp section) sum ***
Activity ▇▇ ▇▇▇▇▇▇ ▇▇▇▇ sum ***
Activity L7 Utility services sum ***
Option 2 - Amended West Alignment sum ***
-----------------------------------------------------------------------------------------------------
Total of Cost Centre Value Carried 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]
24 January 2003 Page L Sum/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE M - PERMANENT TUNNEL SERVICES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY M1 - FIRE SERVICES
Method related charges
A370 Site supervision sum *** *** ***
Fire Services Installation
Tunnel Hydrant System
Equipment and ancillaries
pumps
BB1607.1 1350 1/min at 1200kPa nr *** *** ***
BB1607.2 30 1/min at 1440kPa nr *** *** ***
BB1607.3 1350 1/min at 1300kPa nr *** *** ***
BB1607.4 30 1/min at 1560kPa nr *** *** ***
BB1607.5 pump control panel included associated
electrical works set *** *** ***
Galvanised steel pipes and fitting
BB1607.6 150mm diameter m *** *** ***
BB1607.7 100mm diameter m *** *** ***
In-line equipment
BB1607.8 tunnel hydrant (pressure reducing type) nr *** *** ***
BB1607.9 monitoring isolating valve with micro switch
150mm diameter nr *** *** ***
BB1607.10 tunnel hydrant twin inlet c/w non return valve nr *** *** ***
Gate valve
BB1602.10 150mm diameter nr *** *** ***
Check valve
BB1602.11 150mm diameter nr *** *** ***
Stainer
BB1602.12 150mm diameter nr *** *** ***
Flexible connector
BB1602.13 150mm diameter nr *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page M1/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE M - PERMANENT TUNNEL SERVICES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY M1 - FIRE SERVICES BROUGHT FORWARD ***
Fire Services Installation
Tunnel Hydrant System (con't)
Ball float valve
BB1602.14 100mm diameter nr *** *** ***
Vortex inhibitor
BB1602.15 150mm diameter nr *** *** ***
Puddle flange
BB1602.16 150mm diameter nr *** *** ***
BB1602.17 level float switch controller set *** *** ***
BB1602.18 pressure gauge c/w gate valve nr *** *** ***
BB1602.19 pressure switch c/w accessories nr *** *** ***
BB1602.20 check meter position set *** *** ***
BB1602.21 water tank accessories included vent pipe,
drain pipe, overflow c/w warning pipe set *** *** ***
Painting
BB1602.23 Preparing; priming; finish coats on galvanised
metal works; to pipe and tubing m *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page M1/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE M - PERMANENT TUNNEL SERVICES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY M1 - FIRE SERVICES BROUGHT FORWARD ***
Fire Services Installation
Fire Alarm and Detection System
BB1604.5 monitor / control module nr *** *** ***
BB1604.12 AFA interconnection cable
(2/c 1.5mm/2/ PVC LSOH armoured cable) sum *** *** ***
BB1604.13 Tunnel loop cable
(2/c 1.5mm/2/ PVC LSOH armoured cable) sum *** *** ***
Gas flooding system
Total Flooding System
Equipment and ancillaries
BB1605.1 FM200 control panels; including batteries and
chargers and automatic/manual lock off units nr *** *** ***
BB1605.2 Gas cylinders to B.S. 5045; including gas,
automatic pressure release device, gas valve/
actuator, pressure gauge, flexible hose, check
valve, safety latches, dischange nozzle and
all necessary accessories nr *** *** ***
Seamless carbon steel pipes and fitting
BB1605.7 20mm diameter m *** *** ***
Printing
BB1605.8 preparing; priming; finish coats on carbon
steel works; to pipe and tubing sum *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page M1/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE M - PERMANENT TUNNEL SERVICES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY M1 - FIRE SERVICES BROUGHT FORWARD ***
Fire Services Installation
Sundries
Portable fire equipment
BB1606.1 4.5 kg carbon dioxide nr *** *** ***
Allow for the following and executing to the
satifaction of the Engineer
Provision of testing including integrated
testing, setting to work and commissioning the
complete Electrical System
BB1609.1 generally sum *** *** ***
Provision of mock-up as per specification
BB1609.2 generally sum *** *** ***
Training of Employer's staff as per
specification
BB1609.3 generally sum *** *** ***
Provision of plates, discs, labels, tags,
coloured stencil and painted bands for plant,
equipment, cables, switches and the like
BB1609.4 generally sum *** *** ***
Provision of fire stopping including internal
fire barriers to trunking, busbar trunking,
inside pipe sleeves etc. and the like
BB1609.5 generally sum *** *** ***
Provision of tools and special equipment for
operating and maintenance purposes as per
specification
BB1609.6 generally sum *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page M1/4 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE M - PERMANENT TUNNEL SERVICES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY M1 - FIRE SERVICES BROUGHT FORWARD ***
Fire Services Installation
Sundries
Allow for the following and executing to the
satifaction of the Engineer
Preparation of all installation and
fabrication/shop drawings required and
distribution after review.
BB1609.7 generally sum *** *** ***
Preparation of design data required submission
and distribution after review
BB1609.8 generally sum *** *** ***
Preparation of builder's works drawings
required submission and distribution after
review
BB1609.9 generally sum *** *** ***
Preparation of "as built" record drawings as
specified
BB1609.10 generally sum *** *** ***
Provision of Operation & Maintenance Manuals
as specified
BB1609.11 generally sum *** *** ***
-----------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY M1 TO COST CENTRE 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]
9 August 2002 Page M1/5 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE M - PERMANENT TUNNEL SERVICES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY M2 - TUNNEL PERMANENT LIGHTING
Electrical Installation
Main and Sub-main Distribution
BA0401.1 MCCB Board, ▇▇▇▇, ▇ ▇▇▇, ▇▇▇ c/w incoming
breaker nr *** *** ***
BA0401.2 MCCB Board, ▇▇▇▇, ▇ ▇▇▇, ▇▇▇ c/w incoming
breaker nr *** *** ***
BA0401.3 MCCB unit, TP up to 63A nr *** *** ***
BA0401.4 MCB Board, ▇▇▇▇, ▇▇ ▇▇▇, ▇▇▇ c/w incoming
breaker nr *** *** ***
BA0401.5 MCB Board, ▇▇▇▇, ▇▇ ▇▇▇, ▇▇▇ c/w incoming
breaker nr *** *** ***
BA0401.6 MCB Board, ▇▇▇▇, ▇ ▇▇▇, ▇▇▇ c/w incoming
breaker nr *** *** ***
BA0401.7 MCB unit, SP, 10-32A nr *** *** ***
100mm diameter
BA0401.8 MCB unit, SP, 32-63A nr *** *** ***
BA0401.9 MCB unit, ▇▇, ▇▇-▇▇▇ nr *** *** ***
BA0401.10 MCB unit, ▇▇, ▇▇-▇▇▇ nr *** *** ***
BA0401.11 ▇▇▇/▇▇▇ ▇▇▇▇▇▇▇▇ ▇▇▇▇, ▇▇, ▇▇▇ nr *** *** ***
BA0401.12 ▇▇▇/▇▇▇ ▇▇▇▇▇▇▇▇ ▇▇▇▇, ▇▇, ▇▇▇ nr *** *** ***
BA0401.13 RCD unit, 4P, 32A nr *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page M2/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE M - PERMANENT TUNNEL SERVICES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ 0.00
-----------------------------------------------------------------------------------------------------
ACTIVITY M2 - TUNNEL PERMANENT LIGHTING BROUGHT FORWARD ***
Electrical Installation
LV Cables and Wirings including necessary
fixing
Fire resistant XLPE/SWA/▇▇▇▇ Copper cables;
with copper conductors
Fixing to cable trays or ladders or other
surfaces
BA0406.1 2-cores; 4 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.2 3-cores; 4 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.3 2-cores; 2.5 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.4 2-cores; 6 mm2 m *** *** ***
Termination nr *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page M2/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE M - PERMANENT TUNNEL SERVICES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ 0.00
-----------------------------------------------------------------------------------------------------
ACTIVITY M2 - TUNNEL PERMANENT LIGHTING BROUGHT FORWARD ***
Electrical Installation
Lighting and power
Lighting fittings; complete with associated
lamps or tubes
BA0601.1 Tunnel light fitting Type T1 nr *** *** ***
BA0601.2 Tunnel light fitting Type T1 c/w 2 hrs battery nr *** *** ***
BA0601.3 Tunnel light fitting Type T2 nr *** *** ***
BA0601.4 Tunnel light fitting Type T3 nr *** *** ***
BA0601.5 Tunnel light fitting Type T4 nr *** *** ***
BA0601.6 Tunnel light fitting Type T5 nr *** *** ***
BA0601.7 Tunnel EXIT Signage TE1 nr *** *** ***
Hot dipped galvanised bracket
BA0601.8 for T1 fittings nr *** *** ***
BA0601.9 for T1B fittings nr *** *** ***
BA0601.10 Exit signage bracket nr *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page M2/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE M - PERMANENT TUNNEL SERVICES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ 0.00
-----------------------------------------------------------------------------------------------------
ACTIVITY M2 - TUNNEL PERMANENT LIGHTING BROUGHT FORWARD ***
Electrical Installation
Lighting and power
Final circuits in copper cables and conduits
BA0507.1 lighting points sum *** *** ***
Lighting Control Equipment
Contactor box c/w all components, contactors,
selectors & associated wirings
BB0402.1 Control panels for Tunnel lighting nr *** *** ***
BB0402.2 Control panels for Tunnel EXIT signage nr *** *** ***
BB0402.3 Control panels for Portal lighting nr *** *** ***
BB0402.4 CP door interfacing sum *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page M2/4 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE M - PERMANENT TUNNEL SERVICES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ 0.00
-----------------------------------------------------------------------------------------------------
ACTIVITY M2 - TUNNEL PERMANENT LIGHTING BROUGHT FORWARD ***
Electrical Installation
Sundries
Allow for the following and executing to the
satifaction of the Engineer
Provision of testing including integrated
testing, setting to work and commissioning the
complete Electrical System
BA1110.1 generally sum *** *** ***
Provision of mock-up as per specification
BA1110.2 generally sum *** *** ***
Training of Employer's staff as per
specification
BA1110.3 generally sum *** *** ***
Provision of plates, discs, labels, tags,
coloured stencil and painted bands for plant,
equipment, cables, switches and the like
BA1110.4 generally sum *** *** ***
Provision of fire stopping including internal
fire barriers to trunking, busbar trunking,
inside pipe sleeves etc. and the like
BA1110.5 generally sum *** *** ***
Provision of tools and special equipment for
operating and maintenance purposes as per
specification
BA1110.6 generally sum *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page M2/5 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE M - PERMANENT TUNNEL SERVICES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ 0.00
-----------------------------------------------------------------------------------------------------
ACTIVITY M2 - TUNNEL PERMANENT LIGHTING BROUGHT FORWARD ***
Electrical Installation
Sundries
Allow for the following and executing to the
satifaction of the Engineer
Preparation of all installation and
fabrication/shop drawings required and
distribution after review.
BA1110.7 generally sum *** *** ***
Preparation of design data required submission
and distribution after review
BA1110.8 generally sum *** *** ***
Preparation of builder's works drawings
required submission and distribution after
review
BA1110.9 generally sum *** *** ***
Preparation of "as built" record drawings as
specified
BA1110.10 generally sum *** *** ***
Provision of Operation & Maintenance Manuals
as specified
BA1110.11 generally sum *** *** ***
-----------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY M2 TO COST CENTRE 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]
9 August 2002 Page M2/6 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE M - PERMANENT TUNNEL SERVICES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY M3 - TUNNEL PERMANENT POWER
Incoming Services
Equipment and ancillaries
BA0201.2 Step-up Transformer,380/3300V, 450kVA nr *** *** ***
BA0201.3 Step-down Transformer, 3300/380V, 80 ~ 120 kVA nr *** *** ***
BA0201.4 3300V, changeover contractor panel c/w
associated control wiring & components nr *** *** ***
BA0201.5 3300V, feeder panel c/w associated control
wirings & components nr *** *** ***
BA0301.2 110V DC Charger c/w Ni-Cd batteries,
associated control wirings & components nr *** *** ***
Standby Equipment
Package diesel generator set
BA0301.3 650KVA
100mm diameter nr *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page M3/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE M - PERMANENT TUNNEL SERVICES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY M3 - TUNNEL PERMANENT POWER BROUGHT FORWARD ***
ELECTRICAL INSTALLATION
Main and Sub-main Distribution
BA0401.1 MCCB Board, ▇▇▇▇, ▇ ▇▇▇, ▇▇▇ c/w incoming
breaker nr *** *** ***
BA0401.2 MCCB Board, ▇▇▇▇, ▇ ▇▇▇, ▇▇▇ c/w incoming
breaker nr *** *** ***
BA0401.3 MCCB unit, TP up to 63A nr *** *** ***
BA0401.4 MCB Board, ▇▇▇▇, ▇▇ ▇▇▇, ▇▇▇ c/w incoming
breaker nr *** *** ***
BA0401.5 MCB Board, ▇▇▇▇, ▇▇ ▇▇▇, ▇▇▇ c/w incoming
breaker nr *** *** ***
BA0401.6 MCB Board, ▇▇▇▇, ▇ ▇▇▇, ▇▇▇ c/w incoming
breaker nr *** *** ***
BA0401.7 MCB unit, SP, 10-32A nr *** *** ***
BA0401.8 MCB unit, SP, 32-63A nr *** *** ***
BA0401.9 MCB unit, ▇▇, ▇▇-▇▇▇ nr *** *** ***
BA0401.10 MCB unit, ▇▇, ▇▇-▇▇▇ nr *** *** ***
BA0401.11 ▇▇▇/▇▇▇ ▇▇▇▇▇▇▇▇ ▇▇▇▇, ▇▇, ▇▇▇ nr *** *** ***
BA0401.12 ▇▇▇/▇▇▇ ▇▇▇▇▇▇▇▇ ▇▇▇▇, ▇▇, ▇▇▇ nr *** *** ***
BA0401.13 RCD unit, 4P, 32A nr *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page M3/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE M - PERMANENT TUNNEL SERVICES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY M3 - TUNNEL PERMANENT POWER BROUGHT FORWARD ***
Electrical Installation
LV Cables and Wirings including necessary
fixing
Fire resistant XLPE/SWA/▇▇▇▇ Copper cables;
with copper conductors
Fixing to cable trays or ladders or other
surfaces
BA0406.4 2-cores; 6 mm2 m *** *** ***
Termination nr *** *** ***
BA0406.16 1900/3300V, 3-core, 70mm2 m *** *** ***
nr *** *** ***
XLPE/SWA/▇▇▇▇ Copper cables; with copper
conductors
Fixing to cable trays or ladders or other
surfaces
BA0406.17 4-cores; 6 mm2 m *** *** ***
Termination nr *** *** ***
Accessories
BA0501.1 13A FSU c/w dust proof enclosure nr *** *** ***
BA0501.2 20A weather proof isolating switch nr *** *** ***
BA0501.3 13A single phase weather proof socket outlet nr *** *** ***
BA0501.4 13A three phase weather proof socket outlet nr *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page M3/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE M - PERMANENT TUNNEL SERVICES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY M3 - TUNNEL PERMANENT POWER BROUGHT FORWARD ***
ELECTRICAL INSTALLATION
Hot dipped galvanised bracket
BA1005.10 Type C1 (2 arms: 200; 200+200) nr *** *** ***
BA1005.11 Type C2 (3 arms: 200; 150; 200) nr *** *** ***
BA1005.12 Type C3 (1 arm: 200) nr *** *** ***
BA1005.13 Type C4 (1 arm: 200) nr *** *** ***
BA1005.14 Type C5(1 arm: 250) nr *** *** ***
BA1005.15 Type C6 (2 arms: 250; 100+200) nr *** *** ***
BA1005.16 Type C7 (2 arms: 300; 300) nr *** *** ***
Earthing system c/w components and fixings
BA0809.3 50x6 mm Tinned Copper earth tape m *** *** ***
BA0809.4 185 mm2 LSOH insulated copper conductor m *** *** ***
BA0809.5 Earth terminals nr *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page M3/4 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE M - PERMANENT TUNNEL SERVICES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY M3 - TUNNEL PERMANENT POWER BROUGHT FORWARD ***
Electrical Installation
Sundries
Allow for the following and executing to the
satifaction of the Engineer
Provision of testing including integrated
testing, setting to work and commissioning the
complete Electrical System
BA1110.1 generally sum *** *** ***
Provision of mock-up as per specification
BA1110.2 generally sum *** *** ***
Training of Employer's staff as per
specification
BA1110.3 generally sum *** *** ***
Provision of plates, discs, labels, tags,
coloured stencil and painted bands for plant,
equipment, cables, switches and the like
BA1110.4 generally sum *** *** ***
Provision of fire stopping including internal
fire barriers to trunking, busbar trunking,
inside pipe sleeves etc. and the like
BA1110.5 generally sum *** *** ***
Provision of tools and special equipment for
operating and maintenance purposes as per
specification
BA1110.6 generally sum *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page M3/5 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE M - PERMANENT TUNNEL SERVICES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY M3 - TUNNEL PERMANENT POWER BROUGHT FORWARD ***
Electrical Installation
Sundries
Allow for the following and executing to the
satifaction of the Engineer
Preparation of all installation and
fabrication/shop drawings required and
distribution after review.
BA1110.7 generally sum *** *** ***
Preparation of design data required submission
and distribution after review
BA1110.8 generally sum *** *** ***
Preparation of builder's works drawings
required submission and distribution after
review
BA1110.9 generally sum *** *** ***
Preparation of "as built" record drawings as
specified
BA1110.10 generally sum *** *** ***
Provision of Operation & Maintenance Manuals
as specified
BA1110.11 generally sum *** *** ***
-----------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY M3 TO COST CENTRE 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]
9 August 2002 Page M3/6 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE M - PERMANENT TUNNEL SERVICES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY M4 - AIR CONDITIONING AND VENTILATION
SYSTEM
Ventilation Systems
Equipment and ancillaries
Ventilation fans; completed with all necessary
accessories and connections
Axail Fan (Total Pressure Within 500Pa)
BB0601.1 within 5.0m3/s nr *** *** ***
In-line Centrifugal Fan (Total Pressure Within
500Pa)
BB0601.5 within 0.5m3/s nr *** *** ***
Control systems: electrical and control for
ECS
Equipment and ancillaries
ECS equipment control panel
BB1201.1 generally nr *** *** ***
Allow for
100mm diameter
Design, supply and installation of power
supply & control system from ECS equipment
control panel to ECS equipment
BB1201.2 generally sum *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page M4/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE M - PERMANENT TUNNEL SERVICES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY M4 - AIR CONDITIONING AND VENTILATION BROUGHT FORWARD ***
SYSTEM
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 ECS System
BB1909.1 generally sum *** *** ***
Provision of mock-up as per specification
BB1909.2 generally sum *** *** ***
Training of Employer's staff as per
specification
BB1909.3 generally sum *** *** ***
Provision of tools and special equipment for
operating and maintenance purposes as per
specification
BB1909.4 generally sum *** *** ***
Providing of plates, discs, labels, tags,
coloured stencil and painted bands for plant,
equipment, cables, switches and the like
BB1909.5 generally sum *** *** ***
Providing of fire stopping including internal
fire barriers to trunking, busbar trunking,
inside pipe sleeves etc. and the like
BB1909.6 generally sum *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page M4/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE M - PERMANENT TUNNEL SERVICES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY M4 - AIR CONDITIONING AND VENTILATION BROUGHT FORWARD ***
SYSTEM
Sundries
Allow for the following and executing to the
satisfaction of the Engineer
Preparation of all installation and
fabrication/shop drawings required and
distribution after review.
BB1909.7 generally sum *** *** ***
Preparation of design data required submission
and distribution after review
BB1909.8 generally sum *** *** ***
Preparation of builder's works drawings
required submission and distribution after
review
BB1909.9 generally sum *** *** ***
Preparation of "as built" record drawings as
specified
BB1909.10 generally sum *** *** ***
Provision of Operation & Maintenance Manuals
as specified
BB1909.11 generally sum *** *** ***
-----------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY M4 TO COST CENTRE 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]
9 August 2002 Page M4/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE M - PERMANENT TUNNEL SERVICES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY M5 - PLUMBING AND DRAINAGE
Pumped Drainage System
Equipment and ancillaries
BC0301.1 Sump pump c/w control panel, float switch
and accessories nr *** *** ***
Ductile iron pipe c/w fitting, support and
accessories (with appropriate internal lining)
BC0302.1 200mm diameter m *** *** ***
BC0302.2 150mm diameter m *** *** ***
Gate valve
BC0302.3 200mm diameter nr *** *** ***
Check valve
BC0302.4 200mm diameter nr *** *** ***
BC0302.5 pump control panel included associated
electrical works set *** *** ***
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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]
9 August 2002 Page M5/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE M - PERMANENT TUNNEL SERVICES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY M5 - PLUMBING AND DRAINAGE BROUGHT FORWARD ***
Pumped Drainage System
Sundries
Allow for the following and executing to the
satifaction of the Engineer
Provision of testing including integrated
testing, setting to work and commissioning the
complete Electrical System
BC1309.1 generally sum *** *** ***
Provision of mock-up as per specification
BC1309.2 generally sum *** *** ***
Training of Employer's staff as per
specification
BC1309.3 generally sum *** *** ***
Provision of plates, discs, labels, tags,
coloured stencil and painted bands for plant,
equipment, cables, switches and the like
BC1309.4 generally sum *** *** ***
Provision of fire stopping including internal
fire barriers to trunking, busbar trunking,
inside pipe sleeves etc. and the like
BC1309.5 generally sum *** *** ***
Provision of tools and special equipment for
operating and maintenance purposes as per
specification
BC1309.6 generally sum *** *** ***
-----------------------------------------------------------------------------------------------------
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]
9 August 2002 Page M5/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE M - PERMANENT TUNNEL SERVICES
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY M5 - PLUMBING AND DRAINAGE BROUGHT FORWARD ***
PUMPED DRAINAGE SYSTEM
Sundries
Allow for the following and executing to the
satifaction of the Engineer
Preparation of all installation and
fabrication/shop drawings required and
distribution after review.
BC1309.7 generally sum *** *** ***
Preparation of design data required submission
and distribution after review
BC1309.8 generally sum *** *** ***
Preparation of builder's works drawings
required submission and distribution after
review
BC1309.9 generally sum *** *** ***
Preparation of "as built" record drawings as
specified
BC1309.10 generally sum *** *** ***
Provision of Operation & Maintenance Manuals
as specified
BC1309.11 generally sum *** *** ***
-----------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY M5 TO COST CENTRE 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]
9 August 2002 Page M5/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE N - MANUFACTURE, TESTING & DELIVERY OF SPARE PARTS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
-----------------------------------------------------------------------------------------------------
ACTIVITY N1 - PREPARE AND SUBMIT A SCHEDULE OF
SPARE PARTS, SPECIAL TOOLS, SPECIAL TESTING
AND TRAINING EQUIPMENT AS REQUIRED FOR THE
EAST RAIL
Prepare and submit a schedule of spare parts,
special tools, special testing and training
equipment as required for the East Rail sum *** *** ***
-----------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY N1 TO COST CENTRE 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]
9 August 2002 Page ▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE N - MANUFACTURE, TESTING & DELIVERY OF SPARE PARTS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY N2 - PLACE ORDERS FOR THE MANUFACTURE,
TESTING, AND DELIVERY OF SPARE PARTS, SPECIAL
TOOLS, SPECIAL TESTING AND TRAINING EQUIPMENT
FOR THE EAST RAIL
Place orders for the manufacture, testing, and
delivery of spare parts, special tools, special
testing and training equipment for the East Rail sum *** *** ***
--------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY N2 TO COST CENTRE 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]
9 August 2002 Page ▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE N - MANUFACTURE, TESTING & DELIVERY OF SPARE PARTS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY N3 - COMPLETE MANUFACTURE, TESTING,
DELIVERY OF SPARE PARTS, SPECIAL TOOLS, SPECIAL
TESTING AND TRAINING EQUIPMENT FOR EAST RAIL
Complete manufacture, testing, delivery of spare
parts, special tools, special testing and
training equipment for East Rail sum *** *** ***
--------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY N3 TO COST CENTRE 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]
9 August 2002 Page ▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY O1 - DEMOLITION & REPROVISION OF THE
FOOTBRIDGE AT SAN WAN ROAD
GROUND INVESTIGATION
A345 Method related charges, plant, boring & drilling.
Mobilisation and site establishment. sum *** *** ***
Rotary drilled boreholes
Numbers
B310 Core of NX size nr *** *** ***
Depth without core recovery; core of NX size;
commence from original surface
B335 In holes of maximum depth; 30 - 40m m *** *** ***
Depth with core recovery; core of NX size;
commence from original surface
B345 In holes of maximum depth; 30 - 40m m *** *** ***
Depth cased
B360.1 Depth backfilled with imported granular material m *** *** ***
B360.2 Depth backfilled with cement mortar m *** *** ***
Core boxes; length of core 1500mm
B379 Core of NX size nr *** *** ***
Site tests and observations
B513 Standard penetration test nr *** *** ***
Laboratory tests
Rock strength
B771 Unconfined compressive strength of core sample nr *** *** ***
B775 Point load index test nr *** *** ***
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CARRIED FORWARD ***
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the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
9 August 2002 Page ▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY O1 - DEMOLITION & REPROVISION OF THE
FOOTBRIDGE AT SAN WAN ROAD BROUGHT FORWARD ***
Pre-bored H piles 550mm internal diameter
A338 Mobilisation and site establishment sum *** *** ***
P131 Nr of piles, 30-40 m long nr *** *** ***
P133.1 Boring of piles measured from ground level to
toe Level m *** *** ***
P133.2 Extra over for boring in rock m *** *** ***
P133.3 Supply and install grade 55 223kg/m
steel section. m *** *** ***
P132.1 Non shrink cement grout strength 40 MPa m *** *** ***
P139.1 Backfilling from Ground level to grout level by
approved material m *** *** ***
P139.2 Cutting Off surplus Length nr *** *** ***
P139.3 Preparing Heads nr *** *** ***
Piling Ancillaries
P139.4 Proof load test in compression - Maximum
Capacity 1000t nr *** *** ***
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the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
9 August 2002 Page ▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY O1 - DEMOLITION & REPROVISION OF THE
FOOTBRIDGE AT SAN WAN ROAD BROUGHT FORWARD ***
DEMOLITION
Other Structures
Concrete footbridge
D527 volume: 2500-5000 m3 sum *** *** ***
EARTHWORKS
Excavation for foundation
Material other than topsoil, rock or artificial
hard material
E324 maximum depth: 1-2m; commencing surface
underside of concrete pavement m3 *** *** ***
E325 Ditto; 2-5 m depth m3 *** *** ***
E326 Ditto; 5-10 m depth m3 *** *** ***
Reinforced concrete pavement exposed at the
Commencing Level
E341 maximum depth : not exceeding 0.25 m m3 *** *** ***
Excavation ancillaries
Preparation of excavated surface
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 *** *** ***
E534 artificial hard materials m3 *** *** ***
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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]
9 August 2002 Page ▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY O1 - DEMOLITION & REPROVISION OF THE
FOOTBRIDGE AT SAN WAN ROAD BROUGHT FORWARD ***
EARTHWORKS
Filling
To structure
E613 imported natural material other than topsoil or
rock m3 *** *** ***
Filling ancillaries
Preparation of filled surfaces
E722 material other than topsoil, rock or artificial
hard material m2 *** *** ***
GROUND INVESTIGATION
Laboratory tests
Soil strength
B769 plate load tests as specified nr *** *** ***
IN SITU CONCRETE
Provision of concrete of designed mix
F220 Class: 20/20; concrete category C temperature
requirements m3 *** *** ***
F240.1 Class: 45/20; concrete category A temperature
requirements m3 *** *** ***
Placing of mass concrete
Blinding
F511 thickness: not exceeding 150mm m3 *** *** ***
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CARRIED FORWARD ***
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the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
9 August 2002 Page ▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY 01 - DEMOLITION & REPROVISION OF THE
FOOTBRIDGE AT SAN WAN ROAD BROUGHT FORWARD ***
IN SITU CONCRETE (cont'd)
Placing of reinforced concrete
Bases, footings, pile caps and ground slabs
F623 thickness: 300mm-500mm *** *** *** ***
F624 thickness: exceeding 500mm (45D) m3 *** *** ***
Suspended slab
F632 thickness: 150-300mm (40D) m3 *** *** ***
Walls
F654 thickness: exceeding 800mm (40D) m3 *** *** ***
Columns and piers
F652 cross-section area: 0.03-0.1m2 (45D) m3 *** *** ***
F655 cross-section area: exceeding 1m2 (45D) m3 *** *** ***
Beams
F663 cross-section area: 0.1-0.25m2 m3 *** *** ***
Other concrete form
F680.1 pier head (45D) m3 *** *** ***
F680.2 landing of stairs and the cantilever beams (40D) m3 *** *** ***
F680.3 stairs with waist: 150-300mm (40D) m3 *** *** ***
F680.4 Slab on profiled sheet metal decking m3 *** *** ***
X900 E.O. for forming 120mm dished drainage channel m *** *** ***
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the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
9 August 2002 Page ▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY O1 - DEMOLITION & REPROVISION OF THE
FOOTBRIDGE AT SAN WAN ROAD BROUGHT FORWARD ***
CONCRETE ANCILLARIES
Formwork finish; type F1
Vertical
G345 width: exceeding 1.22m m2 *** *** ***
For concrete components of constant cross-section
Formwork finish; type F2
Vertical
G344 width: 0.4-1.22m m2 *** *** ***
Formwork finish; type F4
Horizontal
G315 width: exceeding 1.22m m2 *** *** ***
G312 width: 0.1-0.2m m *** *** ***
G313 width: 0.2-0.4m m2 *** *** ***
Formwork finish; type F4
Sloping
G325 width : exceeding 1.22m m *** *** ***
Vertical
G341 width: not exceeding 0.1m m *** *** ***
G342 width: 0.1-0.2m m *** *** ***
G343 width : 0.2-0.4m m2 *** *** ***
G344 width: 0.4-1.22m m2 *** *** ***
G345 width: exceeding 1.22m m2 *** *** ***
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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]
9 August 2002 Page ▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY O1 - DEMOLITION & REPROVISION OF THE
FOOTBRIDGE AT SAN WAN ROAD BROUGHT FORWARD ***
CONCRETE ANCILLARIES (cont'd)
For concrete components of constant
cross-section
G382 columns; 2m diameter m *** *** ***
G384.1 post; 250x250 m *** *** ***
Reinforcement
Deformed high yield steel bars to BS 4449
G520 all diameters (assuming 180kg/m3) t *** *** ***
Concrete accessories
Finishing of top surfaces
G815.1 type U3 m2 *** *** ***
G815.2 type U1 m2 *** *** ***
Joint
G640 25mm thick joint filler m2 *** *** ***
G670 25x25mm joint sealant m *** *** ***
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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]
9 August 2002 Page ▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY O1 - DEMOLITION & REPROVISION OF THE
FOOTBRIDGE AT SAN WAN ROAD BROUGHT FORWARD ***
STRUCTURAL METALWORK
Fabrication of main members for bridges
Rolled section; straight on plan
M111.1 500x500x19 SHS t *** *** ***
M111.2 350x250x16 SHS t *** *** ***
M111.3 450x250x16 SHS t *** *** ***
Rolled section; straight on plan and cambered
M113 500x500x19 SHS t *** *** ***
Fabrication of subsidiary members for bridges
Deck panels
M210 zinc coated profiled sheet metal decking m2 *** *** ***
Bracings
M220 250x250x16 SHS t *** *** ***
Erection of members of bridges
M520 Permanent erection t *** *** ***
Off-site surface treatment
M810 blasting cleaning m2 *** *** ***
M810 painting m2 *** *** ***
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the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
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FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY O1 - DEMOLITION & REPROVISION OF THE
FOOTBRIDGE AT SAN WAN ROAD BROUGHT FORWARD ***
MISCELLANEOUS METALWORK
Handrails
N140.1 handrail along stairs m *** *** ***
N140.2 railing along the stairs, 1500mm high m *** *** ***
N140.3 railing along the footbridge, 1500mm high m *** *** ***
N140.4 handrail along the footbridge m *** *** ***
Miscellaneous framing
N169 RHS sub-frame for mesh panel m *** *** ***
Welded mesh panelling
N220.1 40x25 mesh infill m2 *** *** ***
N220.2 80x50 mesh infill m2 *** *** ***
Bridge bearing
N260 Bearing of type reviewed without objection by
the Engineer nr *** *** ***
N900 Flashing over ▇.▇. m *** *** ***
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[STAMP]
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FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY O1 - DEMOLITION & REPROVISION OF THE
FOOTBRIDGE AT SAN WAN ROAD BROUGHT FORWARD ***
WATERPROOFING
Sprayed or brushed waterproofing
W500 water proofing coating reviewed without
objection by the Engineer m2 *** *** ***
PLASTERING, RENDERING AND WALL LININGS
External Works
Floors
AJ240 20mm thick washed granolithic finish with no-
slip coating m2 *** *** ***
X900.1 Movement joint for ditto sum *** *** ***
ELECTRICAL INSTALLATIONS
X900.2 Lighting installations sum *** *** ***
X900.3 Electrical installations sum *** *** ***
X900.4 Drainage installations sum *** *** ***
--------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY O1 TO COST CENTRE 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]
9 August 2002 Page ▇▇/▇▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY O2 - MODIFICATION WORKS AT SAN WAN ROAD
GENERAL ITEMS
Method-Related Charges
Plant
A331 cranes sum *** *** ***
Temporary Works
A351.1 traffic diversion sum *** *** ***
A352.2 Provision of temporary street lights, completed
with 1m3 precast concrete block, 254UC steel
columns nr *** *** ***
A352.3 Relocation of temporary street lights nr *** *** ***
A383.1 Diversion of fire hydrant including supply
Depth cased nr *** *** ***
A383.2 Lowering utilities pits including installation
of heavy duty steel cover and frame nr *** *** ***
DEMOLITION
Other structures
Concrete Planter Wall
D521 volume: 100 - 250m3 nr *** *** ***
Lighting Post
A352.4 Lighting post relocation by HyD nr *** *** ***
▇▇▇▇▇▇▇▇▇▇ ▇▇▇▇▇
▇▇▇▇ ▇▇▇▇▇▇▇▇▇▇ boxes for irrigation system nr *** *** ***
Pipelines
D690 irrigation pipeline
nominal bore not exceeding 100mm m *** *** ***
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the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
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FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY ▇▇ - ▇▇▇▇▇▇▇▇▇▇▇▇ ▇▇▇▇▇ ▇▇ ▇▇▇ ▇▇▇ ▇▇▇▇ BROUGHT FORWARD ***
EARTHWORK
General excavation
Existing concrete paving under planter exposed
exposed at the commencing surfaces
E441 maximum depth: not exceeding 0.25m m3 *** *** ***
Sub-base under concrete paving
E451 maximum depth: not exceeding 0.25m m3 *** *** ***
debris and soil in planter
E493 maximum depth: 0.5 - 1m m3 *** *** ***
Excavation ancillaries
Preparation of excavated surfaces
▇▇▇▇ ▇▇▇▇ ▇▇▇-▇▇▇▇ ▇▇ *** *** ***
Disposal of excavated material
E533 material other than rock or artificial hard
material m3 *** *** ***
E534 concrete, sub-base and soil m3 *** *** ***
--------------------------------------------------------------------------------------------------
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]
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FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY O2 - MODIFICATION WORKS AT SAN WAN ROAD BROUGHT FORWARD ***
ROADS AND PAVINGS
Sub-base, flexible road bases and surfacing
Granular material Type 2 as specified
R126 depth: 200-250mm m2 *** *** ***
▇▇▇▇ ▇▇▇▇
▇▇▇▇ depth: 100-150mm m2 *** *** ***
Base Course
R233 depth: 60-100mm m2 *** *** ***
Wearing course
R312 depth: 30-60mm m2 *** *** ***
Concrete pavement
R424 concrete carriageway, depth 150mm thick m2 *** *** ***
▇▇▇▇▇, channels and edging
R900.1 Precast concrete profile barrier m *** *** ***
R900.2 Relocation of precast concrete profile barrier m *** *** ***
Ancillaries
Traffic signs
R811 non-illuminated nr *** *** ***
Surface markings
R824 continuous lines m *** *** ***
--------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY O2 TO COST CENTRE 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]
9 August 2002 Page ▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY O3 - REPROVISION OF CAR PARK AT ▇▇▇▇
FAT STREET
X900 Reinstatement works sum *** *** ***
--------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY O3 TO COST CENTRE 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]
9 August 2002 Page ▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY O4 - COMPLIANCE WITH THE REQUIREMENTS
OF UTILITY ARRANGEMENTS AND PROTECTION WORKS FOR
THE EXISTING SEWERS AT SAN WAN ROAD, IN
PARTICULAR, THE PROTECTION OF TWO EXISTING
1800 MM TRUNK SEWERS AS SPECIFIED IN PS CLAUSES
2.5.1 & 10.5
GENERAL ITEMS
Method-related Charges
A356 foul water pumping system at San Wan Road sum *** *** ***
X900 protection works to existing sewers at San Wan
Road sum *** *** ***
--------------------------------------------------------------------------------------------------
TOTAL OF COST CENTRE O4 TO COST CENTRE 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]
9 August 2002 Page ▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY O5 - REPROVISION OF FOOTPATH, ROAD
ACCESS AND DRAINAGE CHANNEL NEAR THE CUT & COVER
TUNNEL SECTION AT ▇▇▇▇ TAU
***
--------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY O5 TO COST CENTRE 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]
9 August 2002 Page ▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY O6 - REPROVISION OF ACCESS, DRAINAGE,
WATERMAINS, TRAFFIC SIGNS, STREET LIGHTING AND
OTHER GOVERNMENT FACILITIES AFFECTED
GENERAL ITEMS
Method Related Charges
Plant
A331 cranes sum *** *** ***
Temporary Works
A351.1 traffic diversion sum *** *** ***
A351.2 Provision of street lighting nr *** *** ***
A383 Diversion of fire hydrant nr *** *** ***
DEPTH CASED
Other Structure
Concrete
D521 Road kerb m *** *** ***
▇▇▇▇ ▇▇▇▇ gullies nr *** *** ***
EARTHWORK
General Excavation
Existing flexible road exposed at the commencing
surface
E442 maximum depth 0.25 - 0.5m m3 *** *** ***
Sub-base
E451 maximum depth not exceeding 0.25m m3 *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page ▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY 06 - REPROVISION OF ACCESS, DRAINAGE,
WATERMAINS, TRAFFIC SIGNS; STREET LIGHTING AND
OTHER GOVERNMENT FACILITIES AFFECTED BROUGHT FORWARD ***
EARTHWORK (Cont'd)
General Excavation
Preparation of excavated surface
E524 material other than topsoil, rock or artificial
hard material m2 *** *** ***
Disposal of excavated material
E534 concrete and sub-base m3 *** *** ***
IN-SITU CONCRETE
Provision of concrete designed mix
F240 class 30/20; concrete category A m3 *** *** ***
Placing of reinforced concrete
Walls
F642 thickness: 150 - 300mm m3 *** *** ***
CONCRETE ANCILLARIES
Formwork finish F2
Plane vertical
G344 width 0.4 - 1.22m m2 *** *** ***
Reinforcement
Deformed high yield steel bars to BS 4449
G529 all diameter t *** *** ***
PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES
K350 untrapped gullies nr *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page ▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY 06 - REPROVISION OF ACCESS, DRAINAGE,
WATERMAINS, TRAFFIC SIGNS, STREET LIGHTING AND
OTHER GOVERNMENT FACILITIES AFFECTED BROUGHT FORWARD ***
ROADS AND PAVINGS
Sub-base, flexible road bases and surfacing
Granular sub-base
R126 depth: 200-250mm m2 *** *** ***
▇▇▇▇ ▇▇▇▇
▇▇▇▇ depth: 100-150mm m2 *** *** ***
Base Course
R233 depth: 60-100mm m2 *** *** ***
Wearing course
R312 depth: 30-60mm m2 *** *** ***
Concrete pavement
Concrete footpath under planter
R424 depth 100 - 150mm m2 *** *** ***
▇▇▇▇▇, channels and edging
Precast concrete ▇▇▇▇▇ of Highways Dept type
Kl, K2 and K3
R611 straight or curved to radius exceeding 12m m *** *** ***
Ancillaries
Traffic signs
R811 non-illuminated nr *** *** ***
Surface markings
R823 Letters and shapes nr *** *** ***
R824 continuous lines m *** *** ***
--------------------------------------------------------------------------------------------------
TOTAL OF COST CENTRE O6 TO COST CENTRE 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]
9 August 2002 Page ▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY O7 - REPROVISION OF ACCESS, DRAINAGE,
WATERMAINS, FENCES, GATES AND OTHER FACILITIES ON
PRIVATE OR PUBLIC LANDS WHICH ARE AFFECTED BY
THE WORKS
GENERAL ITEMS
Method-Related Charges
Plant
A331 cranes sum *** *** ***
Temporary Works
A351.1 traffic diversion sum *** *** ***
A363 sheet pile and support for drainage sum *** *** ***
A351.2 Street Light nr *** *** ***
General excavation
Material other topsoil, rock or artificial hard
material
E422 maximum depth: 0.25-0.5m m3 *** *** ***
Excavation ancillaries
Preparation of excavated surfaces
E522 material other topsoil, rock or artificial hard
material m2 *** *** ***
Disposal of excavated material
E532 material other topsoil, rock or artificial hard
material m3 *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page ▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY O7 - REPROVISION OF ACCESS, DRAINAGE,
WATERMAINS, FENCES, GATES AND OTHER FACILITIES
ON PRIVATE OR PUBLIC LANDS WHICH ARE AFFECTED BY
THE WORKS BROUGHT FORWARD ***
PIPEWORK - PIPES
Concrete pipe
Nominal bore: not exceeding 200mm
I212 in trenches, depth n.e. 1.5m m *** *** ***
Nominal bore: depth 300 - 600mm
I233 in trenches, 1.5 - 2.0m m *** *** ***
I238 in trenches, depth exceeding 4m m *** *** ***
Nominal bore: 600 - 900mm
I248 in trenches, depth exceeding 4m m *** *** ***
PIPEWORK - FITTINGS AND VALVES
Concrete Pipe Fittings
Straight specials, short pipe
J281 nominal bore: not exceeding 200mm nr *** *** ***
J283 nominal bore: 300 - 600mm nr *** *** ***
J284 nominal bore: 600 - 900mm nr *** *** ***
--------------------------------------------------------------------------------------------------
CARRIED FORWARD ***
----------
[STAMP]
9 August 2002 Page ▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY O7 - REPROVISION OF ACCESS, DRAINAGE,
WATERMAINS, FENCES, GATES AND OTHER FACILITIES
ON PRIVATE OR PUBLIC LANDS WHICH ARE AFFECTED BY
THE WORKS BROUGHT FORWARD ***
PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES
Manhole
In-situ concrete manhole type E
K132 depth 1.5 - 2m nr *** *** ***
K134 depth 2.5 - 3m nr *** *** ***
K137 depth 5m nr *** *** ***
Gullies
K350 untrapped gully nr *** *** ***
Cable drawpit
K230 depth not exceeding 1.5m nr *** *** ***
Ducts and metal culverts
PVC cable ducts 100mm dia.
I512 in trenches, depth n.e. 1.5m m *** *** ***
Other pipework ancillaries
Connection to existing pipes, duct and culverts
K863 pipe bore : 300 - 600mm nr *** *** ***
K864 pipe bore : 600 - 900mm nr *** *** ***
Pipework - Support and Protection, Ancillaries to
Laying and Excavation
Extras to excavation and backfilling
In pipe trenches
L111 excavation in rock m3 *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page ▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY O7 - REPROVISION OF ACCESS, DRAINAGE,
WATERMAINS, FENCES, GATES AND OTHER FACILITIES
ON PRIVATE OR PUBLIC LANDS WHICH ARE AFFECTED BY
THE WORKS BROUGHT FORWARD ***
ROADS AND PAVINGS
Sub-base, flexible road bases and surfacing
Granular sub-base
R126 depth: 200-250mm m2 *** *** ***
Concrete pavement
R424 concrete footpath, depth 100 - 150mm m2 *** *** ***
R415 concrete carriageway, depth 150 - 200mm m2 *** *** ***
Precast concrete ▇▇▇▇▇ of Highways Dept type K1,
K2 and K3
R611 straight or curved to radius exceeding 12m m *** *** ***
Ancillaries
Traffic signs
R811 non-illuminated nr *** *** ***
Surface markings
R824 continuous lines m *** *** ***
R825 intermittent lines m *** *** ***
R823 Letter and shapes nr *** *** ***
--------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY O7 TO COST CENTRE 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]
9 August 2002 Page ▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY O8 - WIDENING THE ACCESS ROAD ALONG
RIVER SUTLEJ (▇▇▇▇ ▇▇▇▇▇▇ RIVER) TO SERVE
EMERGENCY VEHICLE ACCESS/ASSEMBLY AREA
GENERAL ITEMS
Method-related Charges
R400 WSD/DSD Maintenance Access Road sum *** *** ***
--------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY O8 TO COST CENTRE 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]
9 August 2002 Page ▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY ▇▇ - ▇▇▇▇▇▇▇▇▇▇ ▇▇ ▇▇▇▇ ▇▇▇-▇▇▇ ▇▇
MAINTENANCE ACCESS ROAD AND ASSOCIATED WORKS
ALONG RIVER BEAS (▇▇▇▇▇▇ ▇▇▇ river)
E600 Earthwork - filling m3 *** *** ***
R100 Asphalt pavement m2 *** *** ***
R611 Precast concrete curb m *** *** ***
R811 Traffic signs nr *** *** ***
--------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY O9 TO COST CENTRE 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]
9 August 2002 Page ▇▇/▇ ▇▇▇▇▇▇▇▇ ▇▇. ▇▇▇-▇▇▇
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY ▇▇▇ - ▇▇▇▇▇▇▇▇▇▇▇ ▇▇ ▇▇▇▇▇▇▇▇, ▇▇▇▇
ACCESS AND DRAINAGE CHANNEL NEAR KWU TUNG STATION
***
--------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY O10 TO COST CENTRE 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]
9 August 2002 Page O10/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY O10 - REPROVISION OF LOK MA ▇▇▇▇ ROAD
FROM CASTLE PEAK ROAD TO NEAR THE JUNCTION WITH
▇▇▇▇ TAU VILLAGE ACCESS ROAD
***
--------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY O11 TO COST CENTRE 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]
9 August 2002 Page O11/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY O12 - REPROVISION OF VEHICULAR ACCESS
ACROSS THE DRAINAGE CHANNEL NORTH OF CASTLE
PEAK ROAD AT ▇▇▇▇ TAU
***
--------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY O12 TO COST CENTRE 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]
9 August 2002 Page O12/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY O13 - COMPLIANCE WITH THE REQUIREMENTS
OF THE COMMITMENTS MADE BY THE EMPLOYER AS
SPECIFIED IN PS CLAUSE 33
GENERAL ITEMS
Method-related Charges
A290.1 Commitment No. 1 sum *** *** ***
A290.2 Commitment No. 2 sum *** *** ***
A290.3 Commitment No. 7 sum *** *** ***
A290.4 Commitment No. 8 sum *** *** ***
A290.5 Commitment No. 9 sum *** *** ***
A290.6 Commitment No. 10 sum *** *** ***
A290.7 Commitment No. 11 sum *** *** ***
A290.8 Commitment No. 23 sum *** *** ***
A290.9 Commitment No. 27 sum *** *** ***
A290.10 Commitment No. 28 sum *** *** ***
A290.11 Commitment No. 29 sum *** *** ***
A290.12 Commitment No. 31 sum *** *** ***
A290.13 Commitment No. 32 sum *** *** ***
A290.14 Commitment No. 33 sum *** *** ***
A290.15 Commitment No. 38 sum *** *** ***
A290.16 Commitment No. 42 sum *** *** ***
A290.17 Commitment No. 45 sum *** *** ***
A290.18 Commitment No. 46 sum *** *** ***
A290.19 Commitment No. 59 sum *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page O13/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY O13 - COMPLIANCE WITH THE REQUIREMENTS
OF THE COMMITMENTS MADE BY THE EMPLOYER AS
SPECIFIED IN PS CLAUSE 33 BROUGHT FORWARD ***
GENERAL ITEMS (Cont'd)
Method-related Charges (Cont'd)
A290.20 Commitment No. 61 sum *** *** ***
A290.21 Commitment No. 62 sum *** *** ***
A290.22 Commitment No. 64 sum *** *** ***
A290.23 Commitment No. 66 sum *** *** ***
A290.24 Commitment No. 70 sum *** *** ***
A290.25 Commitment No. 77 sum *** *** ***
A290.26 Commitment No. 78 sum *** *** ***
A290.27 Commitment No. 81 sum *** *** ***
A290.28 Commitment No. 83 sum *** *** ***
A290.29 Commitment No. 84 sum *** *** ***
A290.30 Commitment No. 85 sum *** *** ***
A290.31 Commitment No. 86 sum *** *** ***
A290.32 Commitment No. 87 sum *** *** ***
A290.33 Commitment No. 88 sum *** *** ***
A290.34 Commitment No. 89 sum *** *** ***
A290.35 Commitment No. 90 sum *** *** ***
A290.36 Commitment No. 91 sum *** *** ***
A290.37 Commitment No. 92 sum *** *** ***
A290.38 Commitment No. 93 sum *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page O13/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE O - REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY O13 - COMPLIANCE WITH THE REQUIREMENTS
OF THE COMMITMENTS MADE BY THE EMPLOYER AS
SPECIFIED IN PS CLAUSE 33 BROUGHT FORWARD ***
GENERAL ITEMS (Cont'd)
Method-related Charges (Cont'd)
A290.39 Commitment No. 94 sum *** *** ***
A290.40 Commitment No. 98 sum *** *** ***
A290.41 Commitment No. 104 sum *** *** ***
A290.42 Commitment No. 105 sum *** *** ***
A290.43 Commitment No. 106 sum *** *** ***
A290.44 Commitment No. 107 sum *** *** ***
A290.45 Commitment No. 108 sum *** *** ***
A290.46 Commitment No. 110 sum *** *** ***
A290.47 Commitment No. 111 sum *** *** ***
--------------------------------------------------------------------------------------------------
TOTAL OF ACTIVITY O13 TO COST CENTRE 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]
9 August 2002 Page O13/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE P - NOISE BARRIERS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY P1 - CANTILEVERED ABSORPTIVE NOISE
BARRIER
GENERAL ITEMS
Method Related Charges
A324 temporary chain link fence m *** *** ***
EARTHWORKS
Excavation for Foundation
Material other than top soil, rock or artificial
hard material
E325 maximum depth: 2-5m m3 *** *** ***
Excavation Ancillaries
Preparation of excavated surfaces
E522 material other than top soil, rock or artificial
hard material m2 *** *** ***
Disposal of excavated material
E532 material other than top soil, rock or artificial
hard material m3 *** *** ***
Filling
To structures
E614 selected excavated material other than topsoil
or rock m3 *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page P1/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE P - NOISE BARRIER
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY P1 - CANTILEVERED ABSORPTIVE NOISE
BARRIER BROUGHT FORWARD ***
IN SITU CONCRETE
Provision of Concrete; Designed Mix
Class 20/20; category C
F247 ordinary Portland cement, 20mm aggregate m3 *** *** ***
Class 40/20; category A
F287 ordinary Portland cement, 20mm aggregate m3 *** *** ***
Placing of Concrete; Mass
Blinding
F511 thickness: not exceeding 150mm m3 *** *** ***
Placing of Concrete; Reinforced
Bases, footing, pile caps and ground slabs
F622 thickness: 300-500mm m3 *** *** ***
Other Concrete Form
F683 upstand m3 *** *** ***
CONCRETE ANCILLARIES
Formwork; F2 Finish
Plane vertical
G344 width:0.4-1.22m m2 *** *** ***
Formwork; F3 Finish
Plane vertical
G344 width: 0.4- 1.22m m2 *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page P1/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE P - NOISE BARRIER
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY P1 - CANTILEVERED ABSORPTIVE NOISE
BARRIER BROUGHT FORWARD ***
CONCRETE ANCILLARIES (cont'd)
Reinforcement
Deformed high yield steel bars to BS 4449
G520 all diameters; length not exceeding 12m t *** *** ***
Joints
Formed surface with filler
G690 average width: m2 *** *** ***
G670 Sealed rebates or grooves, 20 x 20 mm m *** *** ***
Concrete Accessories
Finishing of top surfaces
G813 type U5 m2 *** *** ***
Grouting under plates
G842 area:0.1-0.5m2 nr *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page P1/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE P - NOISE BARRIER
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY P1 - CANTILEVERED ABSORPTIVE NOISE
BARRIER BROUGHT FORWARD ***
STRUCTURAL METALWORK
Fabrication of Members for Frames
Columns
M311 straight on plan; t *** *** ***
Beams
M321 straight on plan; t *** *** ***
Portal frames
M331 straight on plan; t *** *** ***
Anchorage and holding down bolt assemblies
M380 500 x 500 x 20 mm anchorage and set of 6 nos.
M24 holding down fixture nr *** *** ***
Erection of Members for Frames
M620 Permanent erection t *** *** ***
Off Site Surface Treatment
M870 Painting m2 *** *** ***
MISCELLANEOUS METALWORK
Aluminium
Cladding
N310.1 corrugated acoustic panel, thickness: 125mm
complete with polyester powder coating all
round m2 *** *** ***
N310.2 Flashing m *** *** ***
N310.3 U channel m *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page P1/4 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE P - NOISE BARRIER
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY P1 - CANTILEVERED ABSORPTIVE NOISE
BARRIER BROUGHT FORWARD ***
SIMPLE BUILDING WORKS INCIDENTAL TO
CIVIL ENGINEERING WORKS
Windows, Doors and Glazing
Aluminium
Z321 window or vision panel complete with all
necessary frame, ironmonger and glazing, to suit
clear opening of size 1m high m *** *** ***
Z323 doors, acoustic, complete with all necessary
frame and ironmonger, to suit clear opening of
size: 1500 x 2150 mm nr *** *** ***
ELECTRICAL INSTALLATION
Main Distribution System
BA410 sub-main distribution equipment sum *** *** ***
--------------------------------------------------------------------------------------------------
TOTAL OF COST CENTRE P1 TO COST CENTRE 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]
9 August 2002 Page P1/5 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE P - NOISE BARRIERS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY P2 - VERTICAL ABSORPTIVE NOISE BARRIER
GENERAL ITEMS
Method Related Charges
A324 temporary chain link fence m *** *** ***
EARTHWORKS
Excavation for Foundation
Material other than top soil, rock or artificial
hard material
E324 maximum depth: l-2m m3 *** *** ***
Excavation Ancillaries
Preparation of excavated surfaces
E522 material other than top soil, rock or artificial
hard material m2 *** *** ***
Disposal of excavated material
E532 material other than top soil, rock or artificial
hard material m3 *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page P2/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE P - NOISE BARRIER
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY P2 - VERTICAL ABSORPTIVE NOISE BARRIER BROUGHT FORWARD ***
IN SITU CONCRETE
Provision of Concrete; Designed Mix
Class 20/20; category C
F247 ordinary Portland cement, 20mm aggregate m3 *** *** ***
Class 40/20; category A
F287 ordinary Portland cement, 20mm aggregate m3 *** *** ***
Placing of Concrete; Mass
Blinding
F511 thickness: not exceeding 150mm m3 *** *** ***
Placing of Concrete: Reinforced
Bases, footing, pile caps and ground slabs
F622 thickness: 300-500mm m3 *** *** ***
Other Concrete Form
F683 upstand m3 *** *** ***
CONCRETE ANCILLARIES
Formwork; F2 Finish
Plane vertical
G344 width: 0.4-1.22m m2 *** *** ***
Formwork; F3 Finish
G343 width:0.2-0.4m m2 *** *** ***
Reinforcement
G520 all diameters; length not exceeding 12m t *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page P2/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE P - NOISE BARRIER
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY P2 - VERTICAL ABSORPTIVE NOISE BARRIER BROUGHT FORWARD ***
CONCRETE ANCILLARIES (cont'd)
Joints
Formed surface with filler
G690 average width: m2 *** *** ***
G670 Sealed rebates or grooves, 20 x 20 mm m *** *** ***
Concrete Accessories
Finishing of top surfaces
G813 type U5 m2 *** *** ***
Grouting under plates
G842 area: 0.1 - 0.5m2 nr *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page P2/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE P - NOISE BARRIER
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY P2 - VERTICAL ABSORPTIVE NOISE BARRIER BROUGHT FORWARD ***
STRUCTURAL METALWORK
Fabrication of Members for Frames
Columns
M311 straight on plan; t *** *** ***
Beams
M321 straight on plan; t *** *** ***
Portal frames
M331 straight on plan; t *** *** ***
Anchorage and holding down bolt assemblies
M380 500 x 500 x 20 mm anchorage and set of 6 nos.
M24 holding down fixture nr *** *** ***
Erection of Members for Frames
M620 Permanent erection t *** *** ***
Off Site Surface Treatment
M870 Painting m2 *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page P2/4 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE P - NOISE BARRIER
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY P2 - VERTICAL ABSORPTIVE NOISE BARRIER BROUGHT FORWARD ***
MISCELLANEOUS METALWORK
Aluminium
Cladding
N310.1 corrugated acoustic panel, thickness: 125mm
complete with polyester powder coating all round m2 *** *** ***
N310.2 Flashing m *** *** ***
N310.3 U channel m *** *** ***
SIMPLE BUILDING WORKS INCIDENTAL TO CIVIL
ENGINEERING WORKS
Windows, Doors and Glazing
Aluminium
Z321 window or vision panel complete with all
necessary frame, ironmonger and glazing, to suit
clear opening of size 1m high m *** *** ***
Z323 doors, acoustic, complete with all necessary
frame and ironmonger, to suit clear opening of
size: 1500 x 2150 mm nr *** *** ***
ELECTRICAL INSTALLATION
Main Distribution System
BA410 sub-main distribution equipment sum *** *** ***
--------------------------------------------------------------------------------------------------
TOTAL OF COST CENTRE P2 TO COST CENTRE 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]
9 August 2002 Page P2/5 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT CONFORMING TENDER
COST CENTRE P - NOISE BARRIERS
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY P3 - ABSORPTIVE NOISE BARRIER
CONNECTING UPTO SHEUNG SHUI STATION
X900.1 Vertical noise barrier m *** *** ***
X900.2 Cantilevered noise barrier m *** *** ***
--------------------------------------------------------------------------------------------------
TOTAL OF COST CENTRE P3 TO COST CENTRE 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]
9 August 2002 Page P3/1 Contract No. LDB-201
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT
APPENDIX 2
TO
THE FORM OF TENDER
PRICING DOCUMENT
d) SCHEDULE OF RATES
- Cost Centre R
[STAMP]
Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT
COST CENTRE R - OPTION 1 - ENTRUSTED WORK FOR DSD
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY R1 - UPGRADING THE EXISTING
SEWER PIPES ALONG SAN WAN ROAD
GENERAL ITEMS
Method Related Charges
Temporary Works
A351 traffic diversion sum *** *** ***
A362 support scaffolding and propping item *** *** ***
GROUND INVESTIGATION
Trial Pits and Trenches
Number in material which includes rock
B123 maximum depth : 2-3m, minimum plan area of
3 x 1 m at the bottom of the pit nr *** *** ***
DEMOLITION AND SITE CLEARANCE
Other Structure
Concrete
Disused manholes
D521 volumn: not exceeding 50m3 nr *** *** ***
Pipelines
Disused pipelines
D630 nominal bore: exceeding 500mm m *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page R1/1 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT
COST CENTRE R - OPTION 1 - ENTRUSTED WORK FOR DSD
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY R1 - UPGRADING THE EXISTING SEWER PIPES
ALONG SAN WAN ROAD BROUGHT FORWARD ***
PIPEWORK - PIPES
Concrete Pipes
Nominal bore: 300 - 600mm
I233 in trenches; depth 1.5-2m m *** *** ***
Nominal bore: 900 - 1200mm
I254 in trenches; depth 2-2.5m m *** *** ***
I255 in trenches; depth 3-3.5m m *** *** ***
Nominal bore: 1200 - 1500mm
I265 in trenches; depth 2.5-3m m *** *** ***
I267 in trenches; depth 3.5-4m m *** *** ***
PIPEWORK - FITTINGS AND VALVES
Concrete Pipe Fittings
Straight specials, short pipe
J283 nominal bore: 300-600mm nr *** *** ***
J285 nominal bore: 900-1200mm nr *** *** ***
J286 nominal bore: 1200-1500mm nr *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page R1/2 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT
COST CENTRE R - OPTION 1 - ENTRUSTED WORK FOR DSD
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY R1 - UPGRADING THE EXISTING SEWER PIPES
ALONG SAN WAN ROAD BROUGHT FORWARD ***
PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES
Manhole
In situ concrete manhole type E
K132 depth: 1.5-2m nr *** *** ***
In situ concrete manhole type H
K133 depth: 2-2.5m nr *** *** ***
K134.1 depth: 2.5-3m nr *** *** ***
In situ concrete manhole type J
K134.2 depth: 2.5-3m nr *** *** ***
K135 depth: 3-3.5m nr *** *** ***
K136 depth: 3.5-4m nr *** *** ***
Reinstatement
Breaking up, temporary and permanent reinstatement
of roads
K732 pipe bore: 300-900mm m *** *** ***
K733 pipe bore: 900-1800mm m *** *** ***
Breaking up, temporary and permanent
reinstatement of footpath
K742 pipe bore: 300-900mm m *** *** ***
Other Pipework Ancillaries
Connection to existing pipes, ducts and culverts
K862 pipe bore:200-300mm nr *** *** ***
K864 pipe bore: 600-900mm nr *** *** ***
K865 pipe bore: 900-1200mm nr *** *** ***
--------------------------------------------------------------------------------------------------
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]
9 August 2002 Page R1/3 Contract No. LDB-201
FORM OF TENDER SCHEDULE OF RATES
APPENDIX 2 - PRICING DOCUMENT
COST CENTRE R - OPTION 1 - ENTRUSTED WORK FOR DSD
ITEM CODE ITEM DESCRIPTION UNIT QUANTITY RATE HK$ AMOUNT HK$
--------------------------------------------------------------------------------------------------
ACTIVITY R1 - UPGRADING THE EXISTING SEWER PIPES BROUGHT FORWARD ***
ALONG SAN WAN ROAD
PIPEWORK - SUPPORT AND PROTECTION, ANCILLARIES
TO LAYING AND EXCAVATION
Extras to Excavation and Backfilling
In pipe trenches
L111 excavation in rock m3 *** *** ***
L113 excavation in reinforced concrete m3 *** *** ***
--------------------------------------------------------------------------------------------------
TOTAL OF COST CENTRE R1 TO COST CENTRE 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]
9 August 2002 Page R1/4 Contract No. LDB-201
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
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT
APPENDIX 2
TO
THE FORM OF TENDER
PRICING DOCUMENT
SCHEDULE OF MILESTONES
[STAMP]
Contract No.LDB-201
Schedule of Milestones
SCHEDULE OF MILESTONES
COST CENTRE A
PRELIMINARIES AND GENERAL REQUIREMENTS
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
----------------------------------------------------------------------------------------------------
A.1 Submit the bond, guarantees and undertakings as required for the
Contract. 30 Nov 02
Provide evidence to the satisfaction of the Employer that
Professional Indemnity Insurance policy has been effected.
Submit an initial version of the Works Programme which shall
comply with the requirements of GS Clause G2.6(1).
Submit an initial Three Month Rolling Programme which shall
comply with the requirements of GS Clause G2.7(1).
Submit the contract-specific Environmental Monitoring and Audit
(EM&A) Manual which shall comply with the requirements of PS
Clause P27.3(a).
Submit a Waste Management Plan which shall comply with the
requirements of PS Clause P27.7 (a).
Submit the applications to Environmental Protection Department
for a Further Environmental Permit and all relevant licences and
permits, including the effluent discharge licence.
Submit a Quality Manual, a Project Quality Plan, Design Quality
Plans and the Quality Procedures and any associated Work
Instructions and/or Standard Forms as specified in GS Clause
G20, PS Clause P36 and Appendix AA of the PS.
Submit an Environmental Management Plan which shall comply with
the requirements of GS Clause P8.1 (2).
A.2 Submit the programme of method statements as specified in GS
Clause G4.5.05(3) of Appendix J6 of the Particular Specification. 31 Dec 02
Submit the Safety Health and Loss Prevention Plan and Procedures
in compliance with the requirements of GS Clause G4.5.01 of
Appendix J6 of the Particular Specification.
Submit the full version of the Works Programme as specified in
GS Clause G2.6(2).
Submit the Design and Manufacturing Programme as specified in
[STAMP]
LoC SM1/24 Contract No.LDB-201
Schedule of Milestones
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
----------------------------------------------------------------------------------------------------
GS Clause G2.9.Obtain the Engineer's review without objection
for the following items:
a) Initial version of the Works Programme;
b) Initial Three Months Works Programme;
c) Contract-specific Environmental Monitoring and Audit
(EM&A) Manual;
d) Waste Management Plan;
e) Environmental Management Plan; and
f) Quality Manual, a Project Quality Plan, Design Quality
Plans and the Quality Procedures and any associated Work
Instructions and/or Standard Forms.
A.3 Submit a preliminary version of the detailed study report on the
constructability of the future KTU station box structure which
shall comply with the requirements of PS Clause P2.2.4(g). 31 Jan 03
Obtain the Engineer's review without objection for the
following items:
a) Safety Health and Loss Prevention Plan and Procedures;
b) Full version of the Works Programme; and
c) The programme of method statements.
A.4 Provide and erect the Engineer's accommodation in accordance
with the requirements of PS Appendices CC, DD and EE. 28 Feb 03
A.5 Submit a final version of the detailed study report on the
constructability of the future KTU station box structure which
shall comply with the requirements of PS Clause P2.2.4(g). 30 Apr 03
Complete a safety audit to the specified performance standard as
described in Clause G4.6.03 of Appendix J6 of the Particular
Specification.
Satisfactory maintenance and implementation of Quality
Management System in taking effective corrective and preventive
action on nonconformity as specified in GS Clauses G20.12 and
G20.13.
Complete an environmental audit as specified in Clause PS 27.3
(a) of the Particular Specification.
Submit the contract-specific Traffic Impact Assessment reports
[STAMP]
LoC SM2/24 Contract No.LDB-201
Schedule of Milestones
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
----------------------------------------------------------------------------------------------------
(TIA) which shall comply with the requirements of PS Clause 21.
A.6 Submit the Interface Management Plan for CC-1860, DB-1350 and
DB-1460 as specified in GS Clause G9.5. 30 Aug 03
TBM launching shaft base slab - 100% complete.
A.7 Complete a safety audit to the specified performance standard as
described in Clause G4.6.03 of Appendix J6 of the Particular
Specification.
Satisfactory maintenance and implementation of Quality
Management System in taking effective corrective and preventive
action on nonconformity as specified in GS Clauses G20.12 and
G20.13. 31 Oct 03
Complete an environmental audit as specified in Clause PS 27.3
(a) of the Particular Specification.
Submit a Detailed Interface Document for CC-1860, DB-1350 and
DB-1460 as specified in GS Clause G9.5.
A.8 Complete a safety audit to the specified performance standard as
described in Clause G4.6.03 of Appendix J6 of the Particular
Specification. 30 Apr 04
Satisfactory maintenance and implementation of Quality
Management System in taking effective corrective and
preventive action on nonconformity as specified in GS Clauses
G20.12 and G20.13.
Complete an environmental audit as specified in Clause PS 27.3
(a) of the Particular Specification.
A.9 Submit an Interface Management Plan for SI-L1250 as specified in
GS Clause G9.5. 30 Jul 04
[STAMP]
LoC SM3/24 Contract No.LDB-201
Schedule of Milestones
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
----------------------------------------------------------------------------------------------------
A.10 Complete a safety audit to the specified performance standard as
described in Clause G4.6.03 of Appendix J6 of the Particular
Specification. 30 Oct 04
Satisfactory maintenance and implementation of Quality
Management System in taking effective corrective and
preventive action on nonconformity as specified in GS
Clauses G20.12 and G20.13.
Complete an environmental audit as specified in Clause PS
27.3 (a) of the Particular Specification.
Submit a Detailed Interface Document for SI-L1250 as specified
in GS Clause G9.5.
A.11 Complete a safety audit to the specified performance standard as
described in Clause G4.6.03 of Appendix J6 of the Particular
Specification. 30 Apr 05
Satisfactory maintenance and implementation of Quality
Management System in taking effective corrective and
preventive action on nonconformity as specified in GS
Clauses G20.12 and G20.13.
Complete an environmental audit as specified in Clause PS
27.3 (a) of the Particular Specification.
A.12 Complete a safety audit to the specified performance standard as
described in Clause G4.6.03 of Appendix J6 of the Particular
Specification. 30 Oct 05
Complete an environmental audit as specified in Clause PS
27.3 (a) of the Particular Specification.
Satisfactory maintenance and implementation of Quality
Management System in taking effective corrective and
preventive action on nonconformity as specified in GS Clauses
G20.12 and G20.13.
Submission of the first draft version of the Operations and
Maintenance Manual in accordance with the requirements of PS
Clause 38.
[STAMP]
LoC SM4/24 Contract No.LDB-201
Schedule of Milestones
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
----------------------------------------------------------------------------------------------------
A.13 Complete a safety audit to the specified performance standard as
described in Clause G4.6.03 of Appendix J6 of the Particular
Specification. 30 Apr 06
Satisfactory maintenance and implementation of Quality
Management System in taking effective corrective and preventive
action on nonconformity as specified in GS Clauses G20.12 and
G20.13.
Complete an environmental audit as specified in Clause PS 27.3
(a) of the Particular Specification.
Submission of the final draft version of the Operations and
Maintenance Manual in accordance with the requirements of PS
Clause 38.
A.14 Submission of the final Operations and Maintenance Manual in
accordance with the requirements of PS Clause 38.2. 30 Sep 06
Submission of evidence satisfactory to the Employer that
Professional Indemnity Insurance having been effected for a
period of not less than 6 years from the date of the issue of
the Substantial Completion Certificate for the Works in
accordance with the requirements Clause 33.1(f) of the General
Conditions and that all premiums have been paid.
A.15 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. 30 Oct 06
[STAMP]
LoC SM5/24 Contract No.LDB-201
Schedule of Milestones
COST CENTRE B
SHEUNG SHUI PORTAL SITE
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
----------------------------------------------------------------------------------------------------
B.1 TBM launching shaft excavation including strutting - 50%
complete. 30 May 03
B.2 TBM launching shaft excavation including strutting - 100%
complete. 31 July 03
B.3 TBM launching shaft base slab - 100% complete. 30 Aug 03
[STAMP]
LoC SM6/24 Contract No.LDB-201
Schedule of Milestones
COST CENTRE C
TBM PROCUREMENT AND SITE ASSEMBLY
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
----------------------------------------------------------------------------------------------------
Not Applicable
[STAMP]
LoC SM7/24 Contract No.LDB-201
Schedule of Milestones
COST CENTRE D
PREFABRICATION OF PRECAST SEGMENT FOR TBM TUNNEL
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
----------------------------------------------------------------------------------------------------
D.1 Provide evidence to validate that the segment mould has been
procured. 31 Dec 02
D.2 Submit the result of the calibration test to establish that the
fabrication of the master rings has met design tolerances as
specified in Appendix FF of the PS. 23 Jun 03
D.3 Precast segment fabrication - 20% complete. 29 Nov 03
D.4 Precast segment fabrication - 40% complete. 30 Apr 04
D.5 Precast segment fabrication - 60% complete. 30 Sep 04
D.6 Precast segment fabrication - 80% complete. 28 Feb 05
D.7 Precast segment fabrication - 100% complete. 30 Jul 05
[STAMP]
LoC SM8/24 Contract No.LDB-201
Schedule of Milestones
COST CENTRE E
TBM TUNNEL, UPTRACK
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
----------------------------------------------------------------------------------------------------
E.1 TBM tunnel civil works plan, profile and alignment drawings
ACP submitted. 28 Feb 03
E.2 TBM tunnel civil works plan, profile and alignment drawings
ACP re-submitted with Railway Systems' comments incorporated,
and reviewed without objection subject to comments by the
Engineer. 30 May 03
E.3 TBM tunnel civil works plan, profile and alignment ACP
finalised, certified by ICE and reviewed without objection by
the Engineer. 29 Aug 03
E.4 TBM tunnel excavation 25% complete. 28 Feb 05
E.5 TBM tunnel excavation 50% complete. 30 May 05
Submit the "no drilling" plans/drawings from the west end of the
TBM launching shaft to the east end of the KTU crossover.
E.6 TBM tunnel excavation 75% complete. 30 Jul 05
E.7 TBM tunnel excavation 100% complete. 30 Sep 05
Submit the "no drilling" plans/drawings for the remaining TBM
bored tunnel.
E.8 Complete TBM tunnel at Category 6 Degree 1. 15 Dec 05
[STAMP]
LoC SM9/24 Contract No.LDB-201
Schedule of Milestones
COST CENTRE F
TBM TUNNEL, DOWNTRACK
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
----------------------------------------------------------------------------------------------------
F.1 TBM tunnel civil works plan, profile and alignment drawings
ACP submitted. 28 Feb 03
F.2 Complete ground treatment works at River Sutlej crossing. 31 Mar 03
F.3 TBM tunnel civil works plan, profile and alignment drawings
ACP re-submitted with Railway Systems' comments incorporated,
and reviewed without objection subject to comments by the
Engineer. 30 May 03
F.4 TBM tunnel civil works plan, profile and alignment drawings
ACP finalized, certified by ICE and reviewed without objection
by the Engineer. 29 Aug 03
TBM Tunnel Method Statements reviewed without objection by the
Engineer.
F.5 TBM tunnel excavation 10% complete. 30 Oct 03
F.6 TBM tunnel excavation 25% complete. 30 Dec 03
F.7 TBM tunnel excavation 50% complete. 30 Mar 04
F.8 TBM tunnel excavation 70% complete. 30 May 04
Submit the "no drilling" plans/drawings from the west end of the
TBM launching shaft to the east end of the KTU crossover.
F.9 TBM tunnel excavation 100% complete. 30 Aug 04
F.10 Submit the "no drilling" plans/drawings for the remaining TBM
bored tunnel. 30 Oct 04
F.11 Substantially complete tunnel invert slab. 30 Dec 04
F.12 Complete TBM tunnel from the west end of the TBM launching shaft
to the east end of KTU crossover at Category 6 Degree 1. 15 Apr 05
F.13 Complete TBM tunnel at Category 6 Degree 1. 31 Aug 05
[STAMP]
LoC SM10/24 Contract No.LDB-201
Schedule of Milestones
COST CENTRE G
ER INTERFACE WORKS AND SHEUNG SHUI CUT & COVER SECTION
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
----------------------------------------------------------------------------------------------------
G.1 Tunnel civil works plan, profile and alignment drawings ACP
submitted. 28 Feb 03
G.2 Tunnel civil works plan, profile and alignment drawings ACP
re-submitted with Railway Systems' comments incorporated,
and reviewed without objection subject to comments by the
Engineer. 30 May 03
G.3 Civil works for the temporary diverted tracks platform along
San Wan Road substantially complete and access provided to
ER Project Contractors for temporary down track diversion. 29 Jul 03
G.4 Tunnel civil works plan, profile and alignment ACP finalized,
certified by ICE and reviewed without objection by the
Engineer. 29 Aug 03
G.5 Complete compensatory tree planting as set out in the Drawing
LFCC001/00/L03/027. 22 Dec 03
Complete the remaining civil works for the temporary diverted
tracks platform along San Wan Road and provide access to ER
Project Contractors for temporary uptrack diversion.
G.6 Excavation for the cut-and-cover tunnel and the approach ramp 5%
complete. 31 Aug 04
G.7 East Approach cut-and-cover tunnel structure 10% complete. 30 Nov 04
G.8 Excavation for the cut-and-cover tunnel and the approach ramp -
50% complete. 31 Jan 05
G.9 Complete the cut-and-cover tunnel (Downtrack) at the TBM
Launching Shaft (excluding an access opening) at Category 2
Degree 1. 15 Apr 05
G.10 Complete the East Approach cut-and-cover tunnel at Category 2
Degree 1 and the ramp at Category 1 Degree 1 (Uptrack and
Downtrack). 30 May 05
Complete ER permanent uptrack at grade section and release to
the Project Contractors.
G.11 Complete ER permanent downtrack at grade section and release
to the Project Contractors. 30 Oct 05
[STAMP]
LoC SM11/24 Contract No.LDB-201
Schedule of Milestones
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
----------------------------------------------------------------------------------------------------
G.12 Complete the cut-and-cover tunnel (Uptrack) at the TBM Launching
Shaft (excluding an access opening) at Category 2 Degree 1. 15 Dec 05
G.13 Complete compensatory tree planting as set out in the Drawings
LFCC001/00/L03/029, LFCC001/00/L03/031 and LFCC001/00/L03/032. 30 Jul 06
G.14 Substantial completion of works in this Cost Centre. 30 Oct 06
[STAMP]
LoC SM12/24 Contract No.LDB-201
Schedule of Milestones
COST CENTRE H
VENTILATION BUILDINGS
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
----------------------------------------------------------------------------------------------------
H.1 General building plans ACP and preliminary equipment delivery
route drawings for Ventilation Buildings submitted. 31 Mar 03
H.2 Contractor's method statements for the construction of
Ventilation Building foundation submitted. 30 Jun 03
General building plans ACP for Ventilation Buildings
re-submitted with Railway Systems' comments incorporated, and
reviewed without objection subject to comments by the Engineer.
Equipment delivery route drawings ACP for Ventilation
Buildings submitted.
H.3 General building plans ACP for Ventilation Buildings finalized,
certified by ICE and reviewed without objection by the Engineer. 30 Sep 03
ACP for cable containment layouts for Ventilation Buildings
submitted and reviewed without objection subject to comments
by the Engineer.
H.4 ACP for cable containment layouts for Ventilation Buildings
finalised, certified by ICE and reviewed without objection by
the Engineer. 31 Jan 04
H.5 Complete the foundation for the West Portal Ventilation
Building. 30 Apr 04
H.6 Complete the foundation for the East Portal Ventilation
Building. 30 Jul 04
West Portal Ventilation Building reinforced concrete
superstructure - 50% complete.
H.7 East Portal Ventilation Building reinforced concrete
superstructure - 50% complete. 30 Dec 04
H.8 East Portal Ventilation Building reinforced concrete
superstructure - substantially complete. 28 Feb 05
H.9 West Portal Ventilation Building complete to Category 4 Degree
1, TVF rooms at Category 5 Degree 1 and Compressor and MCC rooms
at Category 5 Degree 3. 01 Apr 05
Chamber, nozzle and plenum areas complete to Category 4 Degree
3.
[STAMP]
LoC SM13/24 Contract No.LDB-201
Schedule of Milestones
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
----------------------------------------------------------------------------------------------------
H.10 East Portal Ventilation Building complete to Category 4 Degree
1, TVF rooms at Category 5 Degree 1 and Compressor and MCC rooms
at Category 5 Degree 3. Chamber, nozzle and plenum areas
complete to Category 4 Degree 3. 15 Jul 05
Complete all equipment rooms and lift shafts at all Ventilation
Buildings at Category 5 Degree 3 and Category 7 Degree 1
respectively.
H.11 Provide permanent power to all Ventilation Buildings. 15 Sep 05
H.12 Complete System Acceptance Test (SAT) for all Ventilation
Buildings. 31 Mar 06
[STAMP]
LoC SM14/24 Contract No.LDB-201
Schedule of Milestones
COST CENTRE I
EMERGENCY ACCESS POINT STRUCTURES
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
----------------------------------------------------------------------------------------------------
I.1 General building plans ACP and preliminary equipment delivery
route drawings for EAPs submitted. 28 Feb 03
I.2 EAP construction method statement submitted. 31 May 03
General building plans ACP for EAPs re-submitted with Railway
Systems' comments incorporated, and reviewed without objection
subject to comments by the Engineer.
Equipment delivery route drawings ACP for EAPs submitted.
I.3 General building plans ACP for EAPs finalized, certified by ICE
and reviewed without objection by the Engineer. 30 Aug 03
ACP for cable containment layouts for EAPs submitted and
reviewed without objection subject to comments by the Engineer.
I.4 ACP for cable containment layouts for EAPs finalized, certified
by ICE and reviewed without objection by the Engineer. 31 Dec 03
CSD and SEM drawings ACP submitted.
I.5 Structure for the Emergency Passenger Egress from East Portal
Ventilation Building substantially complete. 30 Sep 05
I.6 Complete all equipment rooms and lift shaft at all EAPs at
Category 5 Degree 3 and Category 7 Degree 1 respectively. 15 Nov 05
Complete the Emergency Passenger Egress from East Portal
Ventilation Building at Category 7 Degree 2 and release to
the Project Contractors.
I.7 Complete System Acceptance Test for all EAPs. 31 Mar 06
[STAMP]
LoC SM15/24 Contract No.LDB-201
Schedule of Milestones
COST CENTRE J
ENABLING WORKS FOR KWU TUNG STATION
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
----------------------------------------------------------------------------------------------------
J.1 General building plans ACP and preliminary equipment delivery
route drawings for Kwu Tung Ventilation Building submitted. 31 Mar 03
J.2 Diaphragm wall design ACP submitted with ICE certificate. 31 May 03
J.3 General building plans ACP for Kwu Tung Ventilation Building
re-submitted with Railway Systems' comments incorporated,
and reviewed without objection subject to comments by the
Engineer. 30 Jun 03
Equipment delivery route drawings ACP for Kwu Tung Ventilation
Building submitted.
J.4 General building plans ACP for Kwu Tung Ventilation Building
finalized, certified by ICE and reviewed without objection by
the Engineer. 30 Sep 03
ACP for cable containment layouts for Kwu Tung Ventilation
Building submitted and reviewed without objection subject to
comments by the Engineer.
Diaphragm wall construction - 90% complete.
J.5 ACP for cable containment layouts for Kwu Tung Ventilation
Building finalized, certified by ICE and reviewed without
objection by the Engineer. 31 Jan 04
Excavation - 90% complete.
J.6 Construction of temporary base slab substantially complete. 31 Mar 04
J.7 Construction of plant room slab 25% complete. 30 Nov 04
J.8 Construction of plant room slab substantially complete
(Excluding opening area). 28 Feb 05
J.9 Construction of top slab substantially complete. 30 Apr 05
J.10 Complete and release the TVF rooms at Category 5 Degree 1, and
Compressor and MCC Rooms at Category 5 Degree 3 at Plant Room
Level and above, and lift shaft at Category 7 Degree 1, to the
Project Contractors (downtrack side). 15 Jul 05
[STAMP]
LoC SM16/24 Contract No.LDB-201
Schedule of Milestones
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
----------------------------------------------------------------------------------------------------
J.11 Complete all equipment rooms at Category 5 Degree 3 to the
Project Contractors. 0l Sep 05
J.12 Release the uptrack tunnel at the KTU crossover at Category 2
Degree 1 to the Project Contractors. 15 Nov 05
J.13 Complete System Acceptance Test for the Kwu Tung Ventilation
Building. 31 Mar 06
[STAMP]
LoC SM17/24 Contract No.LDB-201
Schedule of Milestones
COST CENTRE K
MAIN TUNNELS CROSS-PASSAGES AND PUMP SUMPS
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
----------------------------------------------------------------------------------------------------
K.1 Method statement for the cross-passages ground treatment
reviewed without objection by the Engineer. 30 Dec 02
K.2 Ground treatment for the cross-passage at approximate CH31+150
- substantially complete. 31 Mar 03
K.3 Ground treatment for the cross-passages between approximate
CH33+599 and CH34+510 commences. 30 Jun 03
K.4 Ground treatment for the cross-passages between approximate
CH32+090 and CH33+380 - substantially complete. 31 Dec 03
K.5 Ground treatment for the cross-passages between approximate
CH33+599 and CH34+510 - substantially complete. 31 Mar 04
K.6 Method statement for excavation of the cross-passages under
Long Valley submitted. 02 Jul 04
K.7 Ground treatment for the cross-passages between approximate
CH31+380 and CH31+870 commences. 31 Mar 05
K.8 Excavation for the cross-passages between approximate CH31+380
and CH31+870 commences. 01 Jun 05
K.9 Permanent lining for the cross-passages between approximate
CH31+140 and CH32+800 - substantially complete. 30 Sep 05
K.10 All cross-passages permanent lining substantially complete. 30 Nov 05
[STAMP]
LoC SM18/24 Contract No.LDB-201
Schedule of Milestones
COST CENTRE L
CUT & COVER SECTION AT WESTERN APPROACH
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
----------------------------------------------------------------------------------------------------
L.1 Tunnel civil works plan, profile and alignment drawings ACP
submitted. 28 Feb 03
Site development plan and method statement including drainage
and traffic diversions submitted.
L.2 Tunnel civil works plan, profile and alignment drawings ACP
re-submitted with Railway Systems' comments incorporated, and
reviewed without objection subject to comments by the Engineer. 30 May 03
L.3 Tunnel civil works plan, profile and alignment ACP finalized,
certified by ICE and reviewed without objection by the Engineer. 29 Aug 03
L.4 Excavation for the cut-and-cover tunnel - 10% complete. 30 Nov 03
L.5 Cut-and-cover tunnel structure - 15% complete. 28 Feb 04
L.6 TBM extraction shaft base slab - 100% complete. 31 May 04
L.7 Cut-and-cover tunnel structure - 25% complete. 30 Jul 04
L.8 Cut-and-cover tunnel structure - 50% complete. 31 Oct 04
L.9 Nullah construction and connection substantially complete. 30 Apr 05
L.10 Complete the West Approach cut-and-cover tunnel (excluding the
cut-and-cover tunnel at TBM extraction shaft) and approach ramp
at Category 1 and 2 Degree 1 respectively and release to the
Project Contractors. 15 Jul 05
L.11 Substantial completion of works in this Cost Centre. 15 Nov 05
[STAMP]
LoC SM19/24 Contract No.LDB-201
Schedule of Milestones
COST CENTRE M
PERMANENT TUNNEL SERVICES
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
----------------------------------------------------------------------------------------------------
M.1 Tunnel Services - scheme design submitted. 30 Apr 03
M.2 Detailed design drawings (advance checking prints) for tunnel
services and cable containment layouts submitted and reviewed
without objection subject to comments by the Engineer. 31 Oct 03
M.3 ACP for tunnel services, SEM drawings and cable containment
layouts finalized, certified by ICE and reviewed without
objection by the Engineer. 28 Feb 04
M.4 Provide evidence to the Engineer that major equipment
procurement has commenced. 30 Dec 04
M.5 Complete initial inspection of major equipment and cable
brackets during manufacturing. 30 Mar 05
M.6 Downtrack tunnel services (fire services, sump & pump, lighting
and permanent power) installation - 5% complete. 30 Jun 05
M.7 Downtrack tunnel services (fire services, sump & pump, lighting
and permanent power) installation - 50% complete. 30 Nov 05
M.8 Uptrack tunnel services (fire services, sump & pump, lighting
and permanent power) installation - 5% complete. 28 Feb 06
M.9 Acceptance testing of all permanent tunnel services in downtrack
including permanent power for lift machine rooms and lift shafts
at EAPs. - 100% complete. 31 Mar 06
M.10 Acceptance testing of all permanent tunnel services in uptrack
including permanent power for lift machine rooms and lift shafts
at EAPs. - 100% complete. 31 Aug 06
[STAMP]
LoC SM20/24 Contract No.LDB-201
Schedule of Milestones
COST CENTRE N
MANUFACTURE, TESTING & DELIVERY OF SPARE PARTS
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
----------------------------------------------------------------------------------------------------
N.1 Prepare and submit a schedule of spare parts, special tools,
special testing and training equipment required for Lok Ma
▇▇▇▇ Spur Line. 30 Dec ▇▇
▇.▇ ▇▇▇▇▇ orders for the manufacture, testing and delivery of spare
parts, special tools, special testing and training equipment for
Lok Ma ▇▇▇▇ Spur Line. 15 Jun 05
N.3 Complete manufacture, testing, delivery and unloading at
designate sites of spare parts, special tools, special testing
and training equipment for Lok Ma ▇▇▇▇ Spur Line. 15 Jun 06
[STAMP]
LoC SM21/24 Contract No.LDB-201
Schedule of Milestones
COST CENTRE O
REPROVISIONING, REMEDIAL AND IMPROVEMENT WORKS (RRIW)
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
----------------------------------------------------------------------------------------------------
O.1 Complete sheetpiling works for the protection of the existing
1800#mm sewer along San Wan Road. 29 Jul 03
Demolition of existing San Wan Road footbridge substantially
complete.
O.2 Complete 50% of Lok Ma ▇▇▇▇ Road widening, remedial works and
associated works. 31 Dec 04
O.3 Substantially complete Lok Ma ▇▇▇▇ Road widening, remedial works
and associated works. 30 Mar 05
O.4 Foundation for permanent San Wan Road footbridge 10% complete. 30 May 05
O.5 Foundation for permanent San Wan Road footbridge substantially
complete. 30 Sep 05
O.6 Provision of footpath and drainage channel near Lok Ma ▇▇▇▇
Road - substantially complete. 31 Jan 06
O.7 San Wan Road footbridge reinforced concrete structure
substantially complete. 31 Mar 06
Widening of access road to serve emergency vehicle access /
assembly area along River Sutlej (▇▇▇▇ ▇▇▇▇▇▇ River) -
substantially complete.
O.8 Modification of San Wan Road - substantially complete. 31 Aug 06
Re-provisioning of ▇▇▇▇ Fat Street car park substantially
complete.
Re-provisioning of access, drainage, watermains, traffic signs,
street lighting and other Government facilities affected by the
Works - substantially complete.
Re-provisioning of access, drainage, watermains, fences, gates
and other facilities of owners / occupiers of land affected by
the Works - substantially complete.
[STAMP]
LoC SM22/24 Contract No.LDB-201
Schedule of Milestones
COST CENTRE P
NOISE BARRIER
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
----------------------------------------------------------------------------------------------------
P.1 Method statement reviewed without objection by the Engineer. 30 Dec 03
P.2 Foundation for the cantilevered noise barrier - 50% complete. 30 May 04
P.3 Foundation for the cantilevered noise barrier - substantially
complete. 30 Sep 04
P.4 Erect panels for the cantilevered noise barrier - 50% complete. 30 Dec 04
P.5 Erect panels for the cantilevered noise barrier - substantially
complete. 30 Mar 05
P.6 Foundation for the vertical noise barrier - substantially
complete. 30 May 06
P.7 Erect panels for the vertical noise barrier - substantially
complete. 30 Aug 06
[STAMP]
LoC SM23/24 Contract No.LDB-201
Schedule of Milestones
COST CENTRE Q
PROVISIONAL SUMS AND DAYWORKS
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
----------------------------------------------------------------------------------------------------
Not applicable
[STAMP]
LoC SM24/24 Contract No.LDB-201
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT
APPENDIX 2
TO
THE FORM OF TENDER
PRICING DOCUMENT
SCHEDULE OF MILESTONES
(OPTION)
[STAMP]
Contract No.LDB-201
Schedule of Milestones
COST CENTRE R (OPTION 1)
ENTRUSTED WORK FOR DSD
IPS DATE FOR
MILESTONE ACHIEVEMENT OF
NO. ACTIVITY DESCRIPTION MILESTONE
----------------------------------------------------------------------------------------------------
R.1 Submit the Temporary Traffic Management Scheme for drainage
improvement works at San Wan Road. 30 Apr 03
R.2 Upgrade existing storm drains along San Wan Road as specified
in the Drawings LDB-201/72/C03/514-516 - 20% complete 30 Apr 04
R.3 Upgrade existing storm drains along San Wan Road as specified
in the Drawings LDB-201/72/C03/514-516 - 50% complete 30 Aug 04
R.4 Upgrade existing storm drains along San Wan Road as specified
in the Drawings LDB-201/72/C03/514-516 - 80% complete 30 Dec 04
R.5 Substantial completion of this Cost Centre 31 Mar 05
[STAMP]
LoC SM(O)1/1 Contract No.LDB-201
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT
APPENDIX 2
TO
THE FORM OF TENDER
PRICING DOCUMENT
INTERIM PAYMENT SCHEDULE
[STAMP]
Contract No.LDB-201
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT
CONTRACT LDB-201 SHEUNG SHUI TO ▇▇▇▇ TAU TUNNELS
INTERIM PAYMENT SCHEDULE
COST
COST CENTRE A COST CENTRE B CENTRE C COST CENTRE D COST CENTRE E
------------------------------------------------------------------------------------------------------------
VALUATION CALENDAR CUMULATIVE MILESTONES CUMULATIVE MILESTONES CUMULATIVE MILESTONES CUMULATIVE MILESTONES
PERIOD MONTH % % % %
---------------------------------------------------------------------------------------------------------------------------------
1 Nov-02 *** A.1 *** *** ***
2 Dec-02 *** A.2 *** *** D.1 ***
3 Jan-03 *** A.3 *** *** ***
4 Feb-03 *** A.4 *** *** *** E.1
5 Mar-03 *** *** *** ***
6 Apr-03 *** A.5 *** *** ***
7 May-03 *** *** B.1 *** *** E.2
8 Jun-03 *** *** *** D.2 ***
9 Jul-03 *** *** B.2 *** ***
10 Aug-03 *** A.6 *** B.3 *** *** E.3
11 Sep-03 *** *** *** ***
12 Oct-03 *** A.7 *** *** ***
13 Nov-03 *** *** *** D.3 ***
14 Dec-03 *** *** *** ***
15 Jan-04 *** *** *** ***
16 Feb-04 *** *** *** ***
17 Mar-04 *** *** *** ***
18 Apr-04 *** A.8 *** *** D.4 ***
19 May-04 *** *** *** ***
20 Jun-04 *** *** *** ***
21 Jul-04 *** A.9 *** *** ***
22 Aug-04 *** *** Stage *** ***
23 Sep-04 *** *** Payment *** D.5 ***
24 Oct-04 *** A.10 *** Schedule *** ***
25 Nov-04 *** *** refers *** ***
26 Dec-04 *** *** *** ***
27 Jan-05 *** *** *** ***
28 Feb-05 *** *** *** D.6 *** E.4
29 Mar-05 *** *** *** ***
30 Apr-05 *** A.11 *** *** ***
31 May-05 *** *** *** *** E.5
32 Jun-05 *** *** *** ***
33 Jul-05 *** *** *** D.7 *** E.6
34 Aug-05 *** *** *** ***
35 Sep-05 *** *** *** *** E.7
36 Oct-05 *** A.12 *** *** ***
37 Nov-05 *** *** *** ***
38 Dec-05 *** *** *** *** E.8
39 Jan-06 *** *** *** ***
40 Feb-06 *** *** *** ***
41 Mar-06 *** *** *** ***
42 Apr-06 *** A.13 *** *** ***
43 May-06 *** *** *** ***
44 Jun-06 *** *** *** ***
45 Jul-06 *** *** *** ***
46 Aug-06 *** *** *** ***
47 Sep-06 *** A.14 *** *** ***
48 Oct-06 *** A.15 *** *** ***
COST CENTRE F COST CENTRE G COST CENTRE H COST CENTRE I
----------------------------------------------------------------------------------------------
VALUATION CALENDAR CUMULATIVE MILESTONES CUMULATIVE MILESTONES CUMULATIVE MILESTONES CUMULATIVE MILESTONES
PERIOD MONTH % % % %
-------------------------------------------------------------------------------------------------------------------
1 Nov-02 *** *** *** ***
2 Dec-02 *** *** *** ***
3 Jan-03 *** *** *** ***
4 Feb-03 *** F.1 *** G.1 *** *** I.1
5 Mar-03 *** F.2 *** *** H.1 ***
6 Apr-03 *** *** *** ***
7 May-03 *** F.3 *** G.2 *** *** I.2
8 Jun-03 *** *** *** H.2 ***
9 Jul-03 *** *** G.3 *** ***
10 Aug-03 *** F.4 *** G.4 *** *** I.3
11 Sep-03 *** *** *** H.3 ***
12 Oct-03 *** F.5 *** *** ***
13 Nov-03 *** *** *** ***
14 Dec-03 *** F.6 *** G.5 *** *** I.4
15 Jan-04 *** *** *** H.4 ***
16 Feb-04 *** *** *** ***
17 Mar-04 *** F.7 *** *** ***
18 Apr-04 *** *** *** H.5 ***
19 May-04 *** F.8 *** *** ***
20 Jun-04 *** *** *** ***
21 Jul-04 *** *** *** H.6 ***
22 Aug-04 *** F.9 *** G.6 *** ***
23 Sep-04 *** *** *** ***
24 Oct-04 *** F.10 *** *** ***
25 Nov-04 *** *** G.7 *** ***
26 Dec-04 *** F.11 *** *** H.7 ***
27 Jan-05 *** *** G.8 *** ***
28 Feb-05 *** *** *** H.8 ***
29 Mar-05 *** *** *** ***
30 Apr-05 *** F.12 *** G.9 *** H.9 ***
31 May-05 *** *** G.10 *** ***
32 Jun-05 *** *** *** ***
33 Jul-05 *** *** *** H.10 ***
34 Aug-05 *** F.13 *** *** ***
35 Sep-05 *** *** *** H.11 *** I.5
36 Oct-05 *** *** G.11 *** ***
37 Nov-05 *** *** *** *** I.6
38 Dec-05 *** *** G.12 *** ***
39 Jan-06 *** *** *** ***
40 Feb-06 *** *** *** ***
41 Mar-06 *** *** *** H.12 *** I.7
42 Apr-06 *** *** *** ***
43 May-06 *** *** *** ***
44 Jun-06 *** *** *** ***
45 Jul-06 *** *** G.13 *** ***
46 Aug-06 *** *** *** ***
47 Sep-06 *** *** *** ***
48 Oct-06 *** *** G.14 *** ***
Remark: The figures to be entered in this Interim Payment Schedules
shall be the monthly cumulative percentage of each Cost Centre Value
for which the Contractor may apply.
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Contract No.LDB-201
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT
CONTRACT LDB-201 SHEUNG SHUI TO ▇▇▇▇ TAU TUNNELS
INTERIM PAYMENT SCHEDULE
COST CENTRE J COST CENTRE K COST CENTRE L COST CENTRE M
----------------------------------------------------------------------------------------------
VALUATION CALENDAR CUMULATIVE MILESTONES CUMULATIVE MILESTONES CUMULATIVE MILESTONES CUMULATIVE MILESTONES
PERIOD MONTH % % % %
-------------------------------------------------------------------------------------------------------------------
1 Nov-02 *** *** *** ***
2 Dec-02 *** *** K.1 *** ***
3 Jan-03 *** *** *** ***
4 Feb-03 *** *** *** L.1 ***
5 Mar-03 *** J.1 *** K.2 *** ***
6 Apr-03 *** *** *** *** M.1
7 May-03 *** J.2 *** *** L.2 ***
8 Jun-03 *** J.3 *** K.3 *** ***
9 Jul-03 *** *** *** ***
10 Aug-03 *** *** *** L.3 ***
11 Sep-03 *** J.4 *** *** ***
12 Oct-03 *** *** *** *** M.2
13 Nov-03 *** *** *** L.4 ***
14 Dec-03 *** *** K.4 *** ***
15 Jan-04 *** J.5 *** *** ***
16 Feb-04 *** *** *** L.5 *** M.3
17 Mar-04 *** J.6 *** K.5 *** ***
18 Apr-04 *** *** *** ***
19 May-04 *** *** *** L.6 ***
20 Jun-04 *** *** *** ***
21 Jul-04 *** *** K.6 *** L.7 ***
22 Aug-04 *** *** *** ***
23 Sep-04 *** *** *** ***
24 Oct-04 *** *** *** L.8 ***
25 Nov-04 *** J.7 *** *** ***
26 Dec-04 *** *** *** *** M.4
27 Jan-05 *** *** *** ***
28 Feb-05 *** J.8 *** *** ***
29 Mar-05 *** *** K.7 *** *** M.5
30 Apr-05 *** J.9 *** *** L.9 ***
31 May-05 *** *** *** ***
32 Jun-05 *** *** K.8 *** *** M.6
33 Jul-05 *** J.10 *** *** L.10 ***
34 Aug-05 *** *** *** ***
35 Sep-05 *** J.11 *** K.9 *** ***
36 Oct-05 *** *** *** ***
37 Nov-05 *** J.12 *** K.10 *** L.11 *** M.7
38 Dec-05 *** *** *** ***
39 Jan-06 *** *** *** ***
40 Feb-06 *** *** *** *** M.8
41 Mar-06 *** J.13 *** *** *** M.9
42 Apr-06 *** *** *** ***
43 May-06 *** *** *** ***
44 Jun-06 *** *** *** ***
45 Jul-06 *** *** *** ***
46 Aug-06 *** *** *** *** M.10
47 Sep-06 *** *** *** ***
48 Oct-06 *** *** *** ***
COST CENTRE N COST CENTRE O COST CENTRE P COST CENTRE Q
----------------------------------------------------------------------------------------------
VALUATION CALENDAR CUMULATIVE MILESTONES CUMULATIVE MILESTONES CUMULATIVE MILESTONES CUMULATIVE MILESTONES
PERIOD MONTH % % % %
-------------------------------------------------------------------------------------------------------------------
1 Nov-02 *** *** *** ***
2 Dec-02 *** *** *** ***
3 Jan-03 *** *** *** ***
4 Feb-03 *** *** *** ***
5 Mar-03 *** *** *** ***
6 Apr-03 *** *** *** ***
7 May-03 *** *** *** ***
8 Jun-03 *** *** *** ***
9 Jul-03 *** *** O.1 *** ***
10 Aug-03 *** *** *** ***
11 Sep-03 *** *** *** ***
12 Oct-03 *** *** *** ***
13 Nov-03 *** *** *** ***
14 Dec-03 *** *** *** P.1 ***
15 Jan-04 *** *** *** ***
16 Feb-04 *** *** *** ***
17 Mar-04 *** *** *** ***
18 Apr-04 *** *** *** ***
19 May-04 *** *** *** P.2 ***
20 Jun-04 *** *** *** ***
21 Jul-04 *** *** *** ***
22 Aug-04 *** *** *** ***
23 Sep-04 *** *** *** P.3 *** PROVISONAL
24 Oct-04 *** *** *** *** SUM AND
25 Nov-04 *** *** *** *** DAYWORKS
26 Dec-04 *** N.1 *** O.2 *** P.4 ***
27 Jan-05 *** *** *** ***
28 Feb-05 *** *** *** ***
29 Mar-05 *** *** O.3 *** P.5 ***
30 Apr-05 *** *** *** ***
31 May-05 *** *** O.4 *** ***
32 Jun-05 *** N.2 *** *** ***
33 Jul-05 *** *** *** ***
34 Aug-05 *** *** *** ***
35 Sep-05 *** *** 0.5 *** ***
36 Oct-05 *** *** *** ***
37 Nov-05 *** *** *** ***
38 Dec-05 *** *** *** ***
39 Jan-06 *** *** 0.6 *** ***
40 Feb-06 *** *** *** ***
41 Mar-06 *** *** 0.7 *** ***
42 Apr-06 *** *** *** ***
43 May-06 *** *** *** P.6 ***
44 Jun-06 *** N.3 *** *** ***
45 Jul-06 *** *** *** ***
46 Aug-06 *** *** 0.8 *** P.7 ***
47 Sep-06 *** *** *** ***
48 Oct-06 *** *** *** ***
Remark: The figures to be entered in this Interim Payment Schedules
shall be the monthly cumulative percentage of each Cost Centre Value
for which the Contractor may apply.
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Page 2 of 3 Contract No.LDB-201
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT
APPENDIX 2
TO
THE FORM OF TENDER
PRICING DOCUMENT
INTERIM PAYMENT SCHEDULE
(OPTION)
[STAMP]
Contract No.LDB-201
FORM OF TENDER
APPENDIX 2 - PRICING DOCUMENT
CONTRACT LDB-201 SHEUNG SHUI TO ▇▇▇▇ TAU TUNNELS
INTERIM PAYMENT SCHEDULE
COST CENTER R
----------------------
VALUATION CALENDAR CUMULATIVE MILESTONES
PERIOD MONTH %
-------------------------------------------
1 Nov-02 ***
2 Dec-02 ***
3 Jan-03 ***
4 Feb-03 ***
5 Mar-03 ***
6 Apr-03 *** R.1
7 May-03 ***
8 Jun-03 ***
9 Jul-03 ***
10 Aug-03 ***
11 Sep-03 ***
12 Oct-03 ***
13 Nov-03 ***
14 Dec-03 ***
15 Jan-04 ***
16 Feb-04 ***
17 Mar-04 ***
18 Apr-04 *** R.2
19 May-04 ***
20 Jun-04 ***
21 Jul-04 ***
22 Aug-04 *** R.3
23 Sep-04 ***
24 Oct-04 ***
25 Nov-04 ***
26 Dec-04 *** R.4
27 Jan-05 ***
28 Feb-05 ***
29 Mar-05 *** R.5
30 Apr-05 ***
31 May-05 ***
32 Jun-05 ***
33 Jul-05 ***
34 Aug-05 ***
35 Sep-05 ***
36 Oct-05 ***
37 Nov-05 ***
38 Dec-05 ***
39 Jan-06 ***
40 Feb-06 ***
41 Mar-06 ***
42 Apr-06 ***
43 May-06 ***
44 Jun-06 ***
45 Jul-06 ***
46 Aug-06 ***
47 Sep-06 ***
48 Oct-06 ***
Remark: The figures to be entered in this Interim Payment Schedules
shall be the monthly cumulative percentage of each Cost Centre Value
for which the Contractor may apply.
*** Certain information on this page has been omitted and filed separately with
the Securities and Exchange Commission. Confidential treatment has been
requested with respect to the omitted portions.
[STAMP]
Page 3 of 3 Contract No.LDB-201
STAGE PAYMENT SCHEDULE
DATE FOR STAGE PAYMENT
STAGE ACHIEVEMENT OF (GROSS % OF COST
PAYMENT ACTIVITY REQUIREMENTS THE ACTIVITIES CENTRE VALUE)
----------------------------------------------------------------------------------------------
C.1 Provide evidence to the Engineer that a
contract has been placed for the
manufacture or refurbishment of the
TBM and provide the manufacturing or
refurbishment programme. 15 Nov. 02 ***
C.2 Complete TBM design. 15 Dec. 02 ***
C.3 TBM fabrication or refurbishment -
60% complete. 15 Mar. 03 ***
C.4 TBM delivered to the Site. 01 Jun. 03 ***
C.5 TBM assembly in the launching shaft
including commissioning - 100%
complete. 30 Aug. 03 ***
Installation of conveyor system and
other TBM supporting facilities at
the launching shaft site completed,
commissioned and ready for TBM
excavation.
C.6 Re-assembly of TBM at the launching
shaft area completed, commissioned and
ready for TBM excavation for uptrack
tunnel. 15 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]
LoC Page 1 of 1 Contract No.LDB-201
FORM OF TENDER ANNEX 1
APPENDIX 2 - PRICING DOCUMENT ABWFSMM
ANNEX 1
STANDARD METHOD OF MEASUREMENT
ARCHITECTURAL BUILDER'S WORKS AND FINISHES
July 1998 Edition
[STAMP]
Contract No.LDB-201
STANDARD METHOD OF MEASUREMENT
ARCHITECTURAL BUILDER'S WORKS AND
FINISHES
[MAP]
[LOGO OF KCR]
[CHINESE CHARACTERS]
[CHINESE CHARACTERS]
East Rail Extensions
KOWLOON-CANTON RAILWAY CORPORATION
ARCHITECTURAL BUILDER'S WORKS AND FINISHES
STANDARD METHOD OF MEASUREMENT
Acknowledgement:
Kowloon-Canton Railway Corporation wish to thank The Mass Transit Railway
Corporation for making this document available for use on the KCRC East Rail
Extensions Project.
[STAMP]
ABWF STANDARD METHOD OF MEASUREMENT
ARCHITECTURAL BUILDIER'S WORKS AND FINISHES
STANDARD METHOD OF MEASUREMENT
CONTENTS
Section 1. General Principles i-ii
Section 2. Work Classification iii
Class AA : Roof Tiling and Metal Roof Cladding AA/1-AA/4
Class AB : Partitions AB/1-AB/2
Class AC : Carpentry & Joinery AC/1-AC/4
Class AD : Ironmongery AD/1-AD/4
Class AE : Metal Doors and Frames AE/1-AE/4
Class AF : Metal Shutters, Windows and Louvres AF/1-AF/2
Class AG : Metal Cladding AG/1-AG/2
Class AH : Specialist Architectural Metalwork AH/1-AH/4
Class AI : Signs and Advertising Panels AI/1-AI/4
Class AJ : Plastering, Rendering and Wall Linings AJ/1-AJ/4
Class AK : Tiling AK/1-AK/4
Class AL : Flexible Sheeting and Tiling AL/1-AL/4
Class AM : Ceiling Systems AM/1-AM/4
Class AN : Sanitary Accessories AN/1-AN/2
Class AO : Stonework AO/1-AO/4
Class AP : Curtain ▇▇▇▇▇▇▇ ▇▇/1-AP/4
Class AQ : Glass ▇▇▇▇▇▇▇ and Specialist Glazing AQ/1-AQ/6
Class AR : Skylights AR/1-AR/2
Class AS : General Glazing AS/1-AS/2
Class AT : Architectural Coatings and
Special Finishings AT/1-AT/2
July 1998
FORM OF TENDER ANNEX 2
APPENDIX 2 - PRICING DOCUMENT BSMM
ANNEX 2
STANDARD METHOD OF MEASUREMENT
BUILDING SERVICES
January 1999 Edition
[STAMP]
Contract No.LDB-201
STANDARD METHOD OF MEASUREMENT
BUILDING SERVICES
[MAP]
[LOGO OF KCR]
[CHINESE CHARACTERS]
[CHINESE CHARACTERS]
East Rail Extensions
KOWLOON-CANTON RAILWAY CORPORATION
BUILDING SERVICES
STANDARD METHOD OF MEASUREMENT
[STAMP]
Jan 25, 1999
BSMM KCRC
KOWLOON-CANTON RAILWAY CORPORATION
BUILDING SERVICES
STANDARD METHOD OF MEASUREMENT
TABLE OF CONTENTS
SECTION SUBJECT PAGE
------- ------- -------
1 General Principles 1 - 16
2 Electrical Installations 17 - 25
3 Mechanical Installations 26 - 34
4 Plumbing Installations 35 - 40
5 Building Management, Alarm &
Communications Installations 41 - 43
6 Work Classification and Codes 44
[STAMP]
(i) Jan 25, 1999
FORM OF TENDER ANNEX 3
APPENDIX 2 - PRICING DOCUMENT AAMM
ANNEX 3
ADDITIONS AND AMENDMENTS TO THE
METHODS OF MEASUREMENT
[STAMP]
Contract No.LDB-201
FORM OF TENDER ANNEX 3
APPENDIX 2 - PRICING DOCUMENT AAMM
ANNEX 3
ADDITIONS AND AMENDMENTS
TO THE
METHODS OF MEASUREMENT
Contents Pages
-------- --------
Introduction 1
Part A - Additions and Amendments to CESMM3 A/1 - 57
Part B - Additions and Amendments to ABWFMM B/1 - 2
Part C - Additions and Amendments to BSMM C/1 - 5
Part D - General Additions and Amendments D/1 - 6
[STAMP]
Rev.0: 22 May 2002 Contract No. LDB201
ANNEX 3
Introduction
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
INTRODUCTION
1 The Additions and Amendments to the Methods of Measurement (AAMM)
is divided into the following parts:
Introduction
Part A Additions and Amendments to CESMM3
Part B Additions and Amendments to ABWFMM
Part C Additions and Amendments to BSMM
Part D General Additions and Amendments
2 Parts A, B and C, Additions and Amendments to CESMM3. ABWFMM and
BSMM contain the following types of amendments:
"Add" means a new item has been added which is additional
to the requirements contained in CESMM3, ABWFMM and BSMM.
"Replace" means a CESMM3, ABWFMM and BSMM item has been
replaced in its entirety with the item given in this
AAMM.
"Amend" means a part of a CESMM3, ABWFMM and BSMM item has
been amended by replacing it with the item given in this
AAMM.
"Delete" means an item has been deleted from CESMM3,
ABWFMM and BSMM. The item shall be deemed not to exist and
shall not be taken into account when preparing the ▇▇▇▇ of
Quantities or remeasuring the work.
3 Part D, General Additions and Amendments contains additional
requirements.
[STAMP]
Rev.0: 22 May 2002 1 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
SECTION 1. DEFINITIONS
1.1 Replace Paragraph 1.2 With the Following:
1.2 'General Conditions' means the Kowloon-Canton Railway
Corporation General Conditions of Contract for Design-Build
Works (Civil) (14 September 2001 Edition)
1.2 Delete Paragraph 1.7
1.3 Replace Paragraph 1.15 With the Following:
1.15 'BS' means British Standard.
1.4 Add Paragraph 1.16 as Follows:
1.16 With reference to BS4449 in the Pricing Document, this
shall be construed as Construction Standard (CS2).
[STAMP]
Rev.0: 22 May 2002 A/1 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
SECTION 2. GENERAL PRINCIPLES
2.1 TITLE APPLICATION AND EXTENT
(a) Replace paragraph 2.1 with the following:
2.1 The title of this document is Civil Engineering
Standard Method of Measurement, third edition, which is
abbreviated to CESMM3.
(b) Replace paragraph 2.2 With the following:
2.2 CESMM3 as amended by this AAMM does not deal with the
preparation of Bills of Quantities for, or the measurement
of, mechanical or electrical engineering work, architectural
or building work or work which is seldom found in civil
engineering contracts.
2.2 OBJECTS OF THE ▇▇▇▇ OF QUANTITIES
Replace paragraph 2.4 With the following:
2.4 The objects of the ▇▇▇▇ of Quantities are:
(a) to provide such information in relation to the Works as
to enable tenders to be prepared efficiently and
accurately; and
(b) when a Contract has been entered into, to provide for
use of the priced ▇▇▇▇ of Quantities in the valuation
of Works executed in respect of remeasurement items and
variations.
[STAMP]
Rev.0: 22 May 2002 A/2 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
SECTION 3. APPLICATION OF THE WORK CLASSIFICATION
No amendments.
[STAMP]
Rev.0: 22 May 2002 A/3 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
SECTION 4. CODING AND NUMBERING OF ITEMS
Replace paragraph 4.1 & 4.2 with the following:
4.1 CODING
For convenience of reference each item in the Pricing Schedule
has been assigned a code number consisting of a letter and not
more than five digits as follows:
The Schedule of Rates item numbering system shall follow:
Work Classification of
SMM (e.g.) ...................................... G
First Division No. .............................. 3
Second Division No. ............................. 4
Third Division No. .............................. 5
Additional Description No. ...................... 1
4.2 ITEM NUMBERS
(a) Replace paragraph 4.3 with the following:
4.3 Code numbers shall be used to number the items in the
Pricing Document, the items within the Pricing Document
being listed in order of ascending code number.
(b) Replace paragraph 4.4 with the following:
4.4 Code numbers used as item numbers in the Pricing
Document shall not form part of the item descriptions or be
taken into account in the interpretation of the Contract.
4.3 CODING OF UNCLASSIFIED ITEMS
Replace paragraph 4.5 with the following:
4.5 Where a feature of an item is not listed in the Works
Classification, the digit 9 or 9b (in case of item B4 of the
Amendments to CESMM3 hereinafter in relation to the
Instrumental Observations) shall be used in the appropriate
positions in the code number.
[STAMP]
Rev.0: 22 May 2002 A/4 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
SECTION 5. PREPARATION OF THE ▇▇▇▇ OF QUANTITIES
5.1 SECTIONS OF THE ▇▇▇▇ OF QUANTITIES
Delete paragraph 5.2.
5.2 LIST OF PRINCIPAL QUANTITIES
Delete paragraph 5.3.
5.3 PREAMBLE
(a) Replace paragraph 5.4 with the following:
5.4 The AAMM shall state the methods of measurement other
than CESMM3, if any, which have been adopted in the
preparation of the ▇▇▇▇ of Quantities and which are to be
used for the measurement of any part of the Works. Such
methods of measurement shall comprise those adopted and to
be used for any work not covered by CESMM3 and any
amendments to CESMM3 which have been adopted and are to be
used. Amendments comprising abbreviation of CESMM3 are
usually necessary for Contractor-designed work and work
which is intended to involve selection between alternatives
at the discretion of the Contractor.
(b) Replace paragraph 5.5 with the following:
5.5 Where excavation, boring or driving is included in the
Works a definition of rock shall be given in the AAMM and
this definition shall be used for the purposes
of measurement.
5.4 DAYWORK SCHEDULE
(a) Replace paragraph 5.6 with the following:
5.6 The Dayworks shall be a statement compiled and
calculated in accordance with the requirements as mentioned
in Daywork Schedule in the Schedule Of provisional Sums.
[STAMP]
Rev.0: 22 May 2002 A/5 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
5.4(Cont'd) (b) Replace paragraph 5.7 with the following:
5.7 Provisional Sums for work executed on a Daywork basis
shall be given comprising separate items for labour, plant
and materials. The Sums for labour, plant and materials
shall each be followed by a Percentage Adjustment item given
to two decimal places. The price inserted against each such
item shall be calculated by applying the Percentage
Adjustment item percentage addition or deduction to the
amount of the associated Sum.
5.5 DIVISION OF THE ▇▇▇▇ OF QUANTITIES INTO PARTS
Replace paragraph 5.8 with the following:
5.8 The items in the Schedule of Rates which are to be
priced and to contribute to the Tender Total may be arranged
and divided into Cost Centres and subdivided into Activity
Bills and further Parts to distinguish between those parts
of the work of which the nature, location, access,
limitation on sequence or timing or any other special
characteristic is thought likely to give rise to different
methods of construction or considerations of cost. General
Class A items shall be grouped as a separate Cost Centre
(Cost Centre A) of the Schedule of Rates. Items in the
Schedule of Rates shall be arranged in the general order of
the Work Classification.
5.6 PRIME COST ITEMS
(a) Delete paragraph 5.15.
(b) Delete paragraph 5.16.
5.7 PROVISIONAL SUMS
Replace paragraph 5.17 with the following:
5.17 Provisional Sums for specific items of work which may
be required shall be included in the Schedule of Provisional
Sums in Appendix 2 to the Pricing Document.
[STAMP]
Rev.0: 22 May 2002 A/6 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
5.8 QUANTITIES
Replace paragraph 5.18 with the following:
5.18 The measurement of the quantities for the purpose Of
valuation of variations pursuant to Clause 56 of the General
Conditions shall be computed net using dimensions from the
Design Documents reviewed without objection by the Engineer,
unless directed otherwise by a measurement rule in the
Methods of Measurement or by the Contract, and no allowance
shall be made for bulking, shrinkage or waste. Fractional
quantities below 0.50 shall be rounded down to the nearest
whole number and fractional quantities of 0.50 and above
shall be rounded up to the nearest whole number, except in
the case of steel bar reinforcement and Structural and
Miscellaneous metalwork measured by weight which shall be
given to two places of decimals. Where the application of
above would cause an entire item to be eliminated, such item
shall be billed as one whole unit.
5.9 UNITS OF MEASUREMENT
Add new unit of measurement and abbreviation to paragraph
5.19 as follows:
Pair Pr
5.10 WORK AFFECTED BY WATER
Replace paragraph 5.20 with the following:
5.20 The Contractor shall allow in the rates for taking all
measures required to execute the work affected by non-tidal
open water or tidal water. For the purpose of this Contract,
work affected by water will not be identified separately.
[STAMP]
Rev.0: 22 May 2002 A/7 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
5.11 FORM AND SETTING
(a) Replace paragraph 5.22 with the following:
5.22 The ▇▇▇▇ of Quantities shall be prepared using
Microsoft Excel, Version 5.0 or later version, and set out
on both sides of A4 size paper, in portrait style. The
layout working down the page shall be as follows:
16mm Top Margin
16mm Page Headers comprising:
Contract No., Pricing Schedule, Cost Centre and
Cost Centre Description (in lower case with
first letters capitalized)
8mm Column Headings (see below)
223mm Pricing Schedule Items
20mm Page Footers comprising:
To Summary of Cost Centre or Pricing Schedule To
Summary (in lower case with first letters
capitalized)
Box for Page Total
Page Number
14mm Bottom Margin
The items shall be set out within columns heading and ruled
consecutively as below. 14mm Margins shall be provided on
both sides of the page and the layout working across the
page from left to right shall be as follows:
Column Headed Column Width
---------------- ------------
Item Code 23mm
Item Description 74mm
Unit 11mm
Quantity 23mm
Rate HK$ 23mm
Amount HK$ 28mm
The ▇▇▇▇ of Quantities shall be typed in Courier 10. Item
codes, text and units shall be left justified and quantities
shall be right justified.
[STAMP]
Rev. 0: 22 May 2002 A/8 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
5.11 (Cont'd) (b) Replace paragraph 5.23 with the following:
5.23 Provision shall be made for the amounts inserted on
each page to be totalled and carried to a summary of the
particular Cost Centre and for the total of each Summary of
Cost Centre to be carried to the Pricing Schedule Summary.
5.12 GRAND SUMMARY
Replace paragraph 5.24 with the following:
5.24 The Pricing Schedule Summary shall contain a
tabulation of the Cost Centres of the Pricing Schedule with
provision for insertion of the total of the amounts brought
forward from the summaries of Cost-Centre.
5.13 GENERAL CONTINGENCY ALLOWANCE
Delete paragraph 5.25.
5.14 ADJUSTMENT ITEM
Replace paragraph 5.26 with the following:
5.26 Not used
5.15 TOTAL OF THE PRICED ▇▇▇▇ OF QUANTITIES
Replace paragraph 5.27 with the following:
5.27 Not used
[STAMP]
Rev. 0: 22 May 2002 A/9 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
SECTION 6. COMPLETION, PRICING AND USE OF THE ▇▇▇▇ OF QUANTITIES
6.1 INSERTION OF RATES AND PRICES
(a) Replace paragraph 6.1 with following:
6.1 Rates and prices shall be inserted in the rate column
of the Schedule of Rates in whole Hong Kong dollars only.
(b) Add new paragraph 6.1(a) as follows:
6.1(a) The Tenderer shall round down all extended
fractional amounts in the Pricing Schedule below HK$0.50 to
the nearest whole Hong Kong dollar and shall round up all
extended fractional amounts of HK$0.50 and above to the
nearest whole Hong Kong dollar.
(c) Add new paragraph 6.1(b) as follows:
6.1(b) Where rates and prices for varied or additional items
are determined in accordance with the provisions of the
General Conditions they shall be rounded to the nearest
whole Hong Kong dollar in the following manner:
(i) Fractional parts below HK$0.50 shall be rounded
down to the nearest whole Hong Kong dollar.
(ii) Fractional parts of HK$0.50 and above shall be
rounded up to the nearest whole Hong Kong
dollar.
(d) Add new paragraph 6.1(c) as follows:
6.1(c) Where work, including varied or additional work, is
measured and valued for purposes of certification and
payment all extended amounts shall be rounded to the nearest
whole Hong Kong dollars in accordance with the provisions of
Clause 6.1(b) above.
[STAMP]
Rev. 0: 22 May 2002 A/10 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
6.2 PARTS TO BE TOTALLED
(a) Replace the marginal heading to paragraph 6.2 with the
following:
Cost Centres to be totalled.
(b) Replace paragraph 6.2 with the following:
6.2 Cost Centres to be totalled and the totals carried to
the Pricing Schedule Summary.
6.3 ADJUSTMENT ITEM
Delete paragraphs 6.3, 6.4 and 6.5.
[STAMP]
Rev. 0: 22 May 2002 A/11 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
SECTION 7. METHOD RELATED CHARGES
Not Used.
[STAMP]
Rev. 0: 22 May 2002 A/12 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
SECTION 8. WORK CLASSIFICATION
8.1 (a) Amend Work Classification Class Y: Sewer and water main
renovation and ancillary works to read as follows:
Class Y: Utilities
(b) Delete Work Classification Class Z: Simply building works
incidental to civil engineering works.
[STAMP]
Rev. 0: 22 May 2002 A/13 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
CLASS A: GENERAL ITEMS
A1 CONTRACTUAL REQUIREMENTS
(a) Replace Second Division items 1 to 3 with the following:
1 Contractor's Bond
2 Contractor's Insurance
3 Administration of all insurances required under
the Contract including but without limitation
Employee's Compensation and Statutory Employee's
Compensation Levy.
(b) Amend Coverage Rule C1 to read as follows:
C1 Items for insurance classed as contractual requirements
shall be deemed to include only provision of insurance in
accordance with Clause 33 of the General Conditions unless
otherwise stated.
(c) Add New Coverage Rule C1A as follows:
C1A The item for administration of all insurances required
under the Contract shall also include the payment of any
excesses and all costs and expenses incurred by the
Contractor in administering all insurances required by the
Contract and/or taken out by the Contractor and all
insurance claims received.
A2 SPECIFIED REQUIREMENTS
(a) Delete Measurement Rule M2.
(b) Delete Definition Rule D1.
(c) Replace Additional Description Rule A1 with the following:
A1 Item descriptions for work classed as specified
requirements to be carried out after the issue of the
Substantial Completion Certificate for the Works shall so
state.
(d) Delete Additional Description Rule A3.
(e) Add new Coverage Rule C2 as follows:
C2 Item for testing shall be deemed to include both
testing and provision of samples required for testing
(whether by the Contractor or the Engineer) including
preparation for transportation and testing and delivery.
[STAMP]
Rev. 0: 22 May 2002 A/14 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
A2 (Cont'd) (f) Add new Second Division item 8 corresponding to First
Division item 2 as follows:
8 Temporary Works
(g) Add new Third Division items 1-8 corresponding to Second
Division item 8 as follows:
1 Hoardings and Fencing
2 Project Signboards
3 Utility Diversion
4 Security
5 Access Scaffolding
6 Piling
7 Hardstandings
8 Ground Treatment
(h) Add new Measurement Rule M3A as follows:
M3A Piling shall be classified as Temporary Works except
as may be expressly provided in the Contract in which event
it shall be measured under the provisions of Classes P and
Q.
(i) Add new Measurement Rule M3B as follows:
M3B Ground Treatment shall be classified as Temporary
Works except as may be expressly provided in the Contract in
which event it shall be measured under the provisions of
Class C.
(j) Add new Coverage Rule C3 as follows:
C3 Item for hoarding and fencing shall be deemed to
include for supply, erection, painting and maintenance to
meet the specified requirements including either making good
hoarding and fencing before handing over to the Employer or
taking down and disposal as specified.
(k) Add new Coverage Rule C4 as follows:
C4 Item for piling shall be deemed to include ground
treatment to temporary piling.
[STAMP]
Rev. 0: 22 May 2002 A/15 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
A2 (Cont'd) (1) Add new Coverage Rules C5 as follows:
C5 Item for ground treatment shall be deemed to include
ground treatment to Permanent Works except as may be
expressly provided in the Contract.
(m) Add new Coverage Rule C6 as follows:
C6 Item for utility diversion shall be deemed to include
subsequent maintenance, removal of temporary diversion and
making good to match existing.
A3 METHOD-RELATED CHARGES
Delete item A3
A4 PROVISIONAL SUMS
(a) Replace Third Division items 1-8 with the following:
1 Labour
2 Percentage adjustment to Provisional Sum for Daywork
labour
3 Materials
4 Percentage adjustment to Provisional Sum for Daywork
materials
5 Contractor's Equipment
6 Percentage adjustment to Provisional Sum for Daywork
Contractor's Equipment.
(b) Replace Measurement Rule M5 with the following:
M5 Adjustments shall be inserted against items for
percentage adjustment to Provisional Sums for Daywork
labour, materials and Contractor's Equipment.
[STAMP]
Rev. 0: 22 May 2002 A/16 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
A5 NOMINATED SUB-CONTRACTS
(a) Delete First Division items 5 and 6.
(b) Delete Second Division items 1 to 4 corresponding to First
Division item 5 and 6.
(c) Delete Measurement Rule M6.
(d) Delete Additional Description Rules A5 and A6
A6 ADD NEW CATEGORY AS FOLLOWS:
First Division Second Division Third Division
------------------------------------------------------------
7 Other specified 1 General Attendance for
requirements Project Contractors
2 Temporary Electricity
Supply
A7 OTHER SPECIFIED REQUIREMENTS
(a) Add new Coverage Rule C8 as follows:
C8 Items for general attendance shall be deemed to
include providing general attendance on Project Contractors
as per the Employer's Requirements.
(b) Add new Coverage Rule C9 as follows:
C9 Items for temporary electricity supply shall be
deemed to include the provision, maintenance and removal of
the electrical supply in accordance with the Employer's
Requirements.
(c) Add new Additional Description Rule A7 as follows:
A7 Item descriptions for general attendance for Project
Contractors shall identify separately each Project
Contractor by Contract Number and title.
[STAMP]
Rev. 0: 22 May 2002 A/17 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
A7 (Cont'd) (d) Add new Additional Description Rule A8 as follows:
A8 Item descriptions for temporary electricity supply
shall identify the specifications containing any
requirements for electricity supplies for Project
Contractors, in addition to the Employer's Requirements.
A8 ADD NEW CATEGORY AS FOLLOWS:
(a) First Division Second Division Third Division
------------------------------------------------------------
8 Contractor's 1 Contractor's
Requirements Design Costs
2 Supply, erect 1 Offices
and remove on 2 Laboratories
completion 3 Cabins
4 Stores and
Workshops
5 Canteens and
Messrooms
3 Supply, install 1 Electricity
and remove on Supply
completion 2 Water Supply
3 Site
Communication
facilities
4 Temporary
drainage and
sewage
disposal
[STAMP]
Rev. 0: 22 May 2002 A/18 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
CLASS B: GROUND INVESTIGATION
B1 EXCLUDES
Replace the Excludes list with the following:
Excludes: Ducts for piezometers and inclinometers cast in
diaphragm walls and piles (included in Classes C
and P)
Excavation not carried out for the purpose
of ground investigation (included in Class E)
Boring for piling (included in Classes P and Q)
Trial holes for utilities (included in Class Y)
B2 ROTARY DRILLED BOREHOLES
(a) Add new Coverage Rule C3A as follows:
C3A Items for rotary drilled boreholes shall include for
drilling in any material in any type of ground.
(b) Add new Coverage Rule C3B corresponding to Second Division
item 7 as follows:
C3B Items for core boxes shall be deemed to include
packing the cores and transporting the core boxes to the
Engineer's laboratory or such other location within Hong
Kong as may be required by the Engineer.
B3 SITE TESTS AND OBSERVATIONS
(a) Replace Third Division item 4 corresponding to Second
Division item 2 with the following:
4 Cone penetration nr
(b) Replace Additional Description Rule A13 with the following:
A13 Item descriptions for cone penetration tests shall
state the maximum depth of the cone.
[STAMP]
Rev. 0: 22 May 2002 A/19 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------------------------------------------------
B4 INSTRUMENTAL OBSERVATIONS
--------------------------------------------------------------------------------------------------------------------------
FIRST SECOND THIRD MEASUREMENT DEFINITION
DIVISION DIVISION DIVISION RULES RULES
--------------------------------------------------------------------------------------------------------------------------
Replace the whole Instrumental Observations with the following
6 Instrumental 1 Pressure head 1 Standpipes m M1A Ducts for
observations 2 Piezometers m piezometers and
3 Install covers nr inclinometers cast in
4 Monitoring visit diaphragm walls and
5 Reporting nr piles are excluded
from this class and
1 Installations nr are included in the
2 Inclinometers 4 Monitoring visit appropriate items in
5 Reporting nr Classes C and P.
1 Installations nr D4 Datalogger is
3 Settlement 4 Monitoring visit deemed to be the
gauges 5 Reporting nr instrument and all
4 Resistivity other instruments
5 Seismic connected to the
6 Magnetic Datalogger are
Extensometer deemed to be
7 Self-potential sensors.
8 Gravimetric
9a Datalogger
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
B4 INSTRUMENTAL OBSERVATIONS
--------------------------------------------------------------------------------
ADDITIONAL
COVERAGE DESCRIPTION
RULES RULES
--------------------------------------------------------------------------------
Replace the whole Instrumental Observations with the following
C4 Item for A15 Item descriptions
inclinometers, settlement for instrumental
gauges and magnetic observations shall state
extensometers shall be details of the type of
deemed to include observations and the
provision of special type of protective
boreholes. fences.
C5 Monitoring shall be A16 Item descriptions
deemed to include taking for inclinometers and
all readings, measurements, settlement gauges shall
observations and recording, state whether the
per visit per instrument on instruments are in
Site, of all data obtainable special boreholes.
from the instrument and all
of its sensors as specified
in the Contract.
C6 Reporting shall be
deemed to include draft
final report and final
report in electronic
file and/or hard copy
forms including submit
it/them in report
box(es) and folder(s)
with details and format
all as specified in the
Contract.
[STAMP]
Rev. 0: 22 May 2002 A/20 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
CLASS C: GEOTECHNICAL AND OTHER SPECIALIST PROCESSES
C1 EXCLUDES
Replace the Excludes list with the following:
Excludes: Compaction (included in Class E)
Grouting carried out within tunnels, shafts and
other subterranean cavities (included in Class T)
C2 DIAPHRAGM WALLS
(a) Replace Second Division item 1 with the following:
1 Excavation in material other than rock m3
(b) Deleted Second Division item 3
(c) Delete Third Division items 1 to 7
(d) Not used
(e) Add new Measurement Rules ▇▇▇▇, ▇▇▇▇, ▇▇▇▇, ▇▇▇▇, ▇▇▇▇, ▇▇▇▇
and M12G as follows:
M12A Excavation in diaphragm walls shall be measured under
the following classifications:
i) Material other than rock
Shall include any soft material, completely and
highly decomposed rock and boulders, Grade
III/IV, IV and V rocks and artificial hard
material not falling within the classification
of Rock as defined in M12A (ii) below.
Grade III/IV rock shall have a total core
recovery of not less than 50% of the Grade over
a 1.5 m core run.
ii) Rock
Shall be defined as Grade III or better rock.
Grade III or better rock shall have a minimum
uniaxial compressive strength (UCS) of rock
material not less than 25MPa (equivalent point
load index strength not less than 1 MPa) with a
total core recovery not less than 85% of the
Grade over a 1.5m core run.
[STAMP]
Rev. 0: 22 May 2002 A/21 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
C2 (Cont'd) M12B The volume of excavation in diaphragm walls shall be
evaluated as defined below:
Material other than rock
V = D x W x L - (Rock)
Where - V = volume
D = total depth of panel from the Commencing Surface
W = nominal width of panel as stated in the item
description
L = length of wall on its axis, i.e. panel length on
plan
Rock
V = W x K x L
Where - V = volume
W = nominal width of panel as stated in the item
description
K = depth of Rock
L = length of wall on its axis; i.e. panel length on
plan
M12C A "measurable core" for the purposes of classifying
rock to be excavated in diaphragm wall trenches shall be a
solid cylindrical NX size core retrieved by rotary drilling
from "test boreholes" placed at the nominal centres along
the centre line of the diaphragm wall as specified in the
Employer's Requirements and consisting of rock which cannot
be broken by unaided hands. Cores of solid material which
can be demonstrated to have been broken during drilling or
extraction will be considered as "measurable cores" and
consecutive cores from any single borehole which can be
re-assembled to produce a continuous length from any single
borehole shall also be considered as a single "measurable
core". Broken pieces which cannot be re-assembled to form a
cylinder shall not be considered as a "measurable core".
Notwithstanding any other exploratory boreholes ordered by
the Engineer, the volume of Rock shall be determined solely
from the "test boreholes" referred to above.
(f) Delete Additional Description Rule A5.
[STAMP]
Rev. 0: 22 May 2002 A/22 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
C2 (Cont'd) (g) Replace Third Division items 1 to 8 corresponding to Second
Division Items 5 and 6 with the following:
1 Nominal size : not exceeding 10mm
2 12mm
3 16mm
4 20mm
5 25mm
6 32mm
7 40mm
8 50mm or greater
(h) Replace Measurement Rule M10 with the following:
M10 The mass measured for reinforcement in diaphragm
walls shall include that of cast in stiffening, lifting and
supporting steel detailed on the Design Documents reviewed
without objection by the Engineer. Any additional steel
required by the Contractor shall not be included in the mass
measured.
(i) Add new Coverage Rules C5 to C11 as follows:
C5 Items for diaphragm walls shall include the
following:
(i) removal and reinstatement of overhead obstructions to
allow erection and movement of plant and equipment;
(ii) keeping full and detailed records of the work as
carried out and of the ground conditions encountered;
(iii) taking precautions to avoid damage to structures,
existing sewers, drains and services including
providing temporary supports;
(iv) forming all joints between panels including waterbars
or similar approved where specified;
(v) disposal of excavated materials; and
(vi) dealing with displaced bentonite.
C6 Items for diaphragm walls are deemed to include for
any unspecified backfilling to empty diaphragm wall trenches
e.g. to suit the Contractor's method of working or to meet
safety requirements. Excavation rates are deemed to include
for excavating through unspecified backfill material.
C7 Items for diaphragm walls are deemed to include for
all lengths of panels.
[STAMP]
Rev. 0: 22 May 2002 A/23 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
C2 (Cont'd) C8 Items for guide walls are deemed to include straight
and curved walls and their subsequent breaking out and
removal if required.
C9 Items for guide walls are to include raised guide
walls such as to enable a head of slurry to be maintained at
a suitable height above the water table.
C10 Not used.
C11 Items for concrete shall be deemed to include ducts,
reservation tubes and sonic tubes installed as specified and
subsequent grouting and making good.
[STAMP]
Rev. 0: 22 May 2002 A/24 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
CLASS D: DEMOLITION AND SITE CLEARANCE
D1 GENERAL CLEARANCE
(a) Replace Coverage Rule C2 with the following:
C2 Items for general clearance shall be deemed to
include the felling and removal of trees and stumps of any
diameter and the backfill of holes left by stumps with
approved backfilling material.
(b) Delete Additional Description Rule A3.
D2 TREES
(a) Replace First Division item 2 with the following:
2 Not used
(b) Delete Second Division items 1 to 5 corresponding to First
Division item 2.
(c) Delete Definition Rules D2.
(d) Delete Coverage Rules C3.
D3 STUMPS
(a) Replace First Division item 3 with the following:
3 Not used
(b) Delete Second Division item 1 to 3 corresponding to First
Division item 3.
D4 BUILDINGS AND OTHER STRUCTURES
Add new Coverage Rule C3A as follows:
C3A Concrete shall be deemed to include mass and
reinforced concrete.
[STAMP]
Rev. 0: 22 May 2002 A/25 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
CLASS E: EARTHWORKS
E1 EXCLUDES
Amend the Excludes list by adding the following:
Excavation to utilities (included in Class Y)
E2 FILLING
(a) Add new Definition Rule D8A as follows:
D8A Selected excavated material other than topsoil or
rock shall be any of the following materials all as defined
under Clause 7.3 and Table 7.1 of the Standard Specification
Volume 1 - Civil: fine fill, granular fill, special fill,
rock fill (grade 200), rock fill (grade 400).
(b) Add new Definition Rule D8B as follows:
D8B Non-selected excavated material other than topsoil or
rock shall be General Fill material as defined in Clause 7.3
and Table 7.1 of the Standard Specification Volume 1 -
Civil.
E3 FILLING ANCILLARIES
(a) Add new Second Division item 4 as follows:
4 Scarify surfaces m2
(b) Add new Measurement Rule M24A as follows:
M24A Scarify surfaces shall only be measured to surfaces
scarified in accordance with the Standard Specification.
(c) Add new Coverage Rule C3A as follows:
C3A Items for scarify surfaces shall be deemed to include
compaction.
[STAMP]
Rev. 0: 22 May 2002 A/26 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
E4 LANDSCAPING
(a) Replace Coverage Rules C4 with the following:
C4 Items for landscaping shall be deemed to include
fertilizing, protection, trimming and preparation of
surface.
(b) Add new Second Division item 8 as follows:
8 Cementitious m2.
(c) Add new Third Division items 1 and 2 corresponding to Second
Division item 8 as follows:
1 Chunam
2 Sprayed concrete
(d) Add new Measurement Rule M26 corresponding to Second
Division item 8 as follows:
M26 The area measured for chunam and sprayed concrete
shall be the actual area to which the chunam or sprayed
concrete is applied.
(e) Add new Measurement Rule M27 corresponding to Second
Division item 8 as follows:
M27 The area of chunam or sprayed concrete measured shall
include that occupied by obstructions, e.g. trees, not
exceeding 1m2.
(f) Add new Coverage Rule C5 corresponding to Second Division
item 8 as follows:
C5 Items for chunam and sprayed concrete shall be deemed
to included trimming and preparation of surfaces, weep mesh
holes and mesh reinforcement.
(g) Add new Additional Description Rule A19 corresponding to
Second Division item 8 as follows:
A19 Item descriptions for chunam and sprayed concrete
shall identify work upon surfaces which are inclined at an
angle exceeding 30 DEG. to the horizontal.
[STAMP]
Rev. 0: 22 May 2002 A/27 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
CLASS F: IN SITU CONCRETE
F1 EXCLUDES
Replace the Excludes list with the following:
Excludes: In situ concrete for:
Capping of boreholes (included in Class B)
Diaphragm walls (included in Class C)
Excavation ancillaries (included in Class E)
Drainage and pipework (included in Classes K
and L)
Piles (included in Classes P and Q)
Roads, pavings, ▇▇▇▇▇ and U-channels (included in
Class R)
Tunnel and shaft linings (included in Class T)
Foundations for fences and gates (included in
Class X)
Utilities (included in Class Y)
Granolithic finish, screeds and other applied
finishes (included in ABWFMM Class AJ)
F2 PROVISION OF CONCRETE
(a) Replace Second Division items 1-8 corresponding to First
Division Item 2 with the following:
1 Class: No fines
2 20/20
3 30/20
4 40/20
5 45/20
6 50/20
(b) Replace First Division item 3 with the following:
3 Not used.
(c) Delete Second Division items 1-3 corresponding to First
Division item 3.
(d) Delete Third Division.
(e) Amend Definition Rule D1 to read as follows:
D1 Items for Provision of concrete shall be classified
in accordance with the Standard Specification Volume 2 -
Structural.
[STAMP]
Rev. 0: 22 May 2002 A/28 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
F3 PLACING OF CONCRETE
Add new Additional Description Rule A5 as follows:
A5 Item descriptions for Other concrete forms which is
to steps, stairs, and landings shall so state and shall also
state the waist dimension within the range as follows:
(a) not exceeding 150mm
(b) 150 - 300 mm
(c) 300 - 500 mm
(d) exceeding 500 mm
[STAMP]
Rev. 0: 22 May 2002 A/29 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
CLASS G: CONCRETE ANCILLARIES
G1 EXCLUDES
Replace the Excludes list with the following:
Excludes: Reinforcement in diaphragm walls (included in
Class C)
Pre-tensioned prestressing (included in Class H)
Formwork and reinforcement in precast concrete
(included in Class H)
Formwork and reinforcement ancillary to drainage
and pipework (included in Classes K and L)
Formwork and reinforcement in piles (included in
Classes P and Q)
Formwork and reinforcement for concrete roads,
pavings and U-channels (included in Class R)
Formwork for tunnel and shaft linings (included
in Class T)
Formwork for foundations for fences and gates
(included in Class X)
Formwork and reinforcement for Utilities
(included in Class Y)
Casting of inserts in structures for curtain
▇▇▇▇▇▇▇ (included in ABWFMM Class AP)
Granolithic finish, screeds and other applied
finishes (included in ABWFMM Class AJ)
G2 FORMWORK
(a) Delete Third Division items 5 and 6 corresponding to Second
Division item 8.
(b) Replace Measurement Rule M2 with the following:
M2 Formwork shall not be measured for the following:
(a) edges of blinding concrete not exceeding 0.2m wide
(b) joints and associated rebates and grooves
(c) temporary surfaces including construction joints
formed at the discretion of the Contractor
(d) surfaces of concrete which are expressly required to
be cast against an excavated surface
(e) surfaces of concrete which are cast against excavated
surfaces inclined at an angle less than 45 DEG. to
the horizontal.
[STAMP]
Rev. 0: 22 May 2002 A/30 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
G2 (Cont'd) (f) the soffit and sides of slabs and beams in "top down"
construction unless specifically required by the
Contract
(g) individual fillets, chamfers, splays, drips, rebates,
recesses, grooves and the like not exceeding 100
millimetres total girth
(c) Add new Measurement Rule M5A as follows:
M5A The area of formwork measured shall include kickers
measured in m2 as part of the plane surface on which they
occur.
(d) Replace Measurement Rule M6 with the following:
M6 The area of formwork measured shall include the area
of formwork obscured by:
(a) forms for large and small voids
(b) forms for individual fillets, chamfers, splays,
drips, rebates, recesses, grooves and the like not
exceeding 100 millimetres total girth
(c) inserts
(e) Delete Definition Rules D4 and D5.
(f) Add new Coverage Rule C1A and C1B corresponding to First
Division items 1 to 4 as follows:
C1A Items for formwork measured in m2 shall be deemed to
include kickers expressly required or provided in
accordance with the Contractor's method of construction for
which a notice of no objection has been issued by the
Engineer.
C1B Items for formwork shall be deemed to include for
pipe sleeves not exceeding 150mm diameter.
(g) Amend Additional Description Rule A5 to read as follows:
A5 Items descriptions for formwork for concrete
components of constant cross-section shall state the
principal cross-sectional dimensions of the component and
its ▇▇▇▇ number or location or other unique identifying
feature.
[STAMP]
Rev. 0: 22 May 2002 A/31 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
G3 REINFORCEMENT
(a) Replace Third Division items 1 to 8 corresponding to Second
Division items 1 to 4 with the following:
1 Nominal size: not exceeding 10mm
2 12mm
3 16mm
4 20mm
5 25mm
6 32mm
7 40mm
8 50mm or greater
(b) Replace Measurement Rule M8 with the following:
M8 The mass of reinforcement measured shall include the
mass of cast in of steel supports to top reinforcement
detailed on the Design Documents reviewed without objection
by the Engineer. Any additional steel required by the
Contractor shall not be included in the mass measured.
(c) Add new Measurement Rule M9A as follows:
M9A Special joints shall be measured only where they are
expressly required.
(d) Replace Coverage Rule C1 with the following:
C1 Item for reinforcement shall be deemed to include
supporting reinforcement other than cast in steel supports
to top reinforcement detailed on the Design Documents
reviewed without objection by the Engineer.
[STAMP]
Rev. 0: 22 May 2002 A/32 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
G4 CONCRETE ACCESSORIES
(a) Delete Third Division items 4 and 5 corresponding to Second
Division item 1.
(b) Delete Coverage Rule C6.
(c) Delete Additional Description Rule A13.
(d) Add new Measurement Rule M17 corresponding to Second
Division item 3 with the following:
M17 Pipe sleeves shall be measured as inserts only when
size of sleeves exceeding 150mm diameter.
[STAMP]
Rev. 0: 22 May 2002 A/33 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
CLASS H: PRECAST CONCRETE
H1 EXCLUDES
Amend the Excludes list by adding the following:
Utilities (included in Class Y)
Precast concrete tiles.
[STAMP]
Rev. 0: 22 May 2002 A/34 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
CLASS I: PIPEWORK - PIPES
I1 EXCLUDES
Replace the Excludes list with the following:
Excludes: Work included in Classes J, K, L, and Y.
Piped building services (included in BSMM)
I2 PIPES
(a) Replace Additional Rule A1 with the following:
A1 Type of pipework in each item or group of items shall
be stated in item descriptions so that the pipe runs
included can be identified by reference to the Design
Documents reviewed without objection by the Engineer.
(b) Replace Additional Description Rule A2 with the following:
A2 The materials, joint types, nominal bores and lining
requirements of pipes shall be stated in item descriptions
and reference given to applicable specifications and
specified qualities.
[STAMP]
Rev. 0: 22 May 2002 A/35 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
CLASS J: PIPEWORK - FITTINGS AND VALVES
J1 EXCLUDES
Replace the Excludes list with the following:
Excludes: Work included in Classes I, K, L and Y.
Piped building services (included in BSMM).
J2 FITTINGS
Replace Additional Description Rule A1 with the following:
A1 The materials, joint types, nominal bores and lining
requirements of pipe fittings shall be stated in item
descriptions and reference given to applicable
specifications and specified qualities. Fittings with puddle
flanges shall be so described.
J3 VALVES AND PENSTOCKS
Replace Additional Description Rule A6 with the following:
A6 The materials, nominal bores and any additional
requirements such as joints, draincocks, extension spindles
and brackets shall be stated in item descriptions for
valves and penstocks and reference given to applicable
specifications and specified qualities.
[STAMP]
Rev. 0: 22 May 2002 A/36 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
CLASS K: PIPEWORK - MANHOLES AND PIPEWORK ANCILLARIES
K1 EXCLUDES
Replace the Excludes list with the following:
Excludes: Work included in Classes I, J, L and Y.
Ducted building services (included in BSMM).
K2 MANHOLES
Replace Additional Description Rule A1 with the following:
A1 Type shall be stated in item descriptions for
manholes, other stated ▇▇▇▇▇▇▇▇ and gullies of which details
are given elsewhere in the Contract.
[STAMP]
Rev. 0: 22 May 2002 A/37 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
CLASS L: PIPEWORK - SUPPORTS AND PROTECTION, ANCILLARIES TO
LAYING AND EXCAVATION
L1 EXCLUDES
Replace the Excludes list with the following:
Excludes: Work included in Classes I, J, K, and Y.
Insulation to building services (included in
BSMM).
[STAMP]
Rev. 0: 22 May 2002 A/38 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
CLASS M: STRUCTURAL METALWORK
M1 EXCLUDES
Amend the Excludes list by adding the following:
Structural metalwork for metal cladding (included in ABWFMM
Class AG)
Structural metalwork frames for metal roof cladding and
structural supporting frames for metal cladding (included in
ABWFMM Classes AA and AG)
M2 OFF SITE SURFACE TREATMENT
Amend Measurement Rule M8 to read as follows:
M8 Surface treatment carried out on the Site shall be
classed as painting (Class V) or as architectural coatings
and special finishings.
[STAMP]
Rev. 0: 22 May 2002 A/39 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
CLASS N: MISCELLANEOUS METALWORK
N1 EXCLUDES
Amend the Excludes list by adding the following:
Utilities (included in Class Y)
Metal cladding (included in ABWFMM Class AG)
Raised access flooring to computer rooms (included in ABWFMM
Class AH)
Metal handrails and capping pieces to glass balustrades
(included in ABWFMM Class AH)
N2 FIRST DIVISION 2
Delete Second Division item 1.
[STAMP]
Rev. 0: 22 May 2002 A/40 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
CLASS O: TIMBER
O1 EXCLUDES
Replace the Excludes list with the following:
Formwork to concrete (included in Class G)
Timber piles (included in Class P)
Timber sleepers (included in Class S)
Timber supports in tunnels (included in Class T)
Timber fencing (included in Class X)
Building carpentry and joinery (included in ABWFMM Class AC)
[STAMP]
Rev. 0: 22 May 2002 A/41 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
CLASS P: PILES 1
P1 MEASUREMENT RULES
Replace Measurement Rule M1 with the following:
M1 Bored and driven depths shall be measured along the
axes of piles from the Commencing Surface to the toe levels
of bored piles, to the bottom of the casings of driven cast
in place piles and to the bottom of the toes of other driven
piles. The Commencing Surface adopted in the preparation of
the ▇▇▇▇ of Quantities as the surface at which boring or
driving is expected to begin shall be adopted for the
measurement of the completed work. The levels of the toe
level of bored piles, the bottom of the casings of driven
cast in place piles and the bottom of the toes of other
driven piles adopted for the measurement of the completed
work shall be those shown on the Design Documents reviewed
without objection by the Engineer or otherwise instructed by
the Engineer.
P2 BORED AND DRIVEN CAST IN PLACE CONCRETE PILES
(a) Add new Coverage Rule C2 as follows:
C2 Items for concreted length shall be deemed to include
ducts installed as specified and subsequent grouting and
making good.
(b) Add Additional Description Rules A5a and A5b as follows:
A5a Bored cast in place mini-piles shall be identified in
item descriptions.
A5b For mini-pile measurement, 'concreted length' shall
mean grouted length.
P3 ISOLATED STEEL PILES
Replace Definition Rule D4 with the following:
D4 The length of isolated steel piles shall be the
lengths expressly required to be supplied excluding
extensions but including heads and shoes where specified.
[STAMP]
Rev. 0: 22 May 2002 A/42 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
P4 ▇▇▇▇▇▇▇▇
(a) Add Category 9 - ▇▇▇▇▇▇▇▇ as follows:
First Second Third
Division Division Division
------------------------------------------------------------
9 ▇▇▇▇▇▇▇▇ 1 stated 1 Number of barrettes ▇▇
▇▇▇▇▇▇▇▇ size 2 Excavation to stated
maximum depth m/3/
3 Concrete m/3/
(b) Add Measurement Rule M9 as follows:
M9 Excavation depth shall be measured along the axis of
barrettes from the Commencing Surfaces to the founding
levels of the barrettes. The Commencing Surface adopted in
the preparation of the ▇▇▇▇ of Quantities as the surface at
which excavation is expected to begin shall be adopted for
the measurement of the completed Works. The levels of the
founding level of barrettes adopted for the measurement of
the completed work shall be those shown on the Design
Documents reviewed without objection by the Engineer or
otherwise instructed by the Engineer.
(c) Add Measurement Rule M10 as follows:
M10 Concrete shall be measured from the cut off levels
expressly required to the founding levels shown on Design
Documents reviewed without objection by the Engineer or
otherwise instructed by the Engineer.
(d) Add Definition Rule D8 as follows:
D8 The maximum depth stated in item descriptions for the
depth of barrettes shall be the depth which is not exceeded
by any ▇▇▇▇▇▇▇▇ included in the item.
[STAMP]
Rev. 0: 22 May 2002 A/43 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
P4 (Cont'd) (e) Add Coverage Rules C3 and C4 as follows:
C3 Items for excavation for barrettes shall be deemed to
include preparation and upholding sides of excavation.
C4 Items for concrete in ▇▇▇▇▇▇▇▇ piles shall be deemed
to include trimming the faces of barrettes and preparing
their tops to receive other work.
(f) Add Additional Description Rule A13 as follows:
A13 The mix specifications or strengths shall be stated
in item descriptions for concrete in barrettes.
[STAMP]
Rev. 0: 22 May 2002 A/44 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
CLASS Q: PILING ANCILLARIES
Q1 MEASUREMENT RULES
Replace Measurement Rule M1 with the following:
M1 Work in this class, other than boring through rock
and backfilling empty bore for cast in place concrete piles,
shall be measured only where expressly required.
Q2 FIRST DIVISION ITEM 1 CAST IN PLACE CONCRETE PILES
(a) Replace Second Division items 1 to 8 corresponding to First
Division item 1 with the following:
1 Pre-boring m
2 Boring through rock m
3 Backfilling empty bore with stated material m
4 Permanent casings each length:
not exceeding 13m m
5 exceeding 13m m
6 Enlarged bases nr
7 Cutting off surplus lengths m
8 Preparing heads nr
(b) Add new Measurement Rules M2A and M2B as follows:
M2A The lengths of boring through rock admeasured shall
be the total length, above the toe levels of bored piles
shown on the Design Documents reviewed without objection by
the Engineer or otherwise instructed by the Engineer, of the
rock recovered during pre-drilling at each pile location.
M2B Notwithstanding Measurement Rule M2A, if no
pre-drilling is required to be carried out at the pile
location, then the length of boring through rock admeasured
shall be the total length, above the toe levels of the bored
piles shown on the Design Documents reviewed without
objection by the Engineer or otherwise instructed by the
Engineer, through a naturally occurring hard strata which,
in the opinion of the Engineer is MDG grade III rock or
stronger and which exceeds 0.20 cu.m. in size.
[STAMP]
Rev. 0: 22 May 2002 A/45 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
Q2 (Cont'd) (c) Add new Additional Description Rule A2a as follows:
A2a Cast in place mini-piles shall be identified in item
description.
Q3 OBSTRUCTIONS
(a) Delete First Division item 7.
(b) Delete Measurement Rule M12.
Q4 PILE TESTS
(a) Add new Second Division items 6, 7 and 8 as follows:
6 Number of cast in place concrete piles cored nr
7 Coring of cast in place concrete piles m
8 Core boxes, length of core stated nr
(b) Add new Measurement Rule M13 corresponding to Second
Division item 7 as follows:
M13 Notwithstanding that pile tests are measured per
number, items coring of cast in place concrete piles shall
be measured per metre.
(c) Add new Definition Rule D6 corresponding to Second Division
item 8 as follows:
D6 Core boxes shall be deemed to become the property of
the Employer unless otherwise stated.
(d) Add new Coverage Rule C6 corresponding to Second Division
item 7 as follows:
C6 Items for coring of cast in place concrete piles
shall be deemed to include coring through rock, all tests
required on concrete cores and rock cores, grouting and
making good.
(e) Add new Coverage Rule C7 corresponding to Second Division
item 8 as follows:
C7 Items for core boxes shall be deemed to include
packing the cores and transporting the cores boxes to the
Engineer's laboratory or such other location within Hong
Kong as may be required by the Engineer.
[STAMP]
Rev. 0: 22 May 2002 A/46 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
Q4 (Cont'd) (f) Add new Additional Description Rule A9 as follows:
A9 Types of non-destructive integrity tests shall be
stated in the item description
Q5 ▇▇▇▇▇▇▇▇
(a) Add Category 9 - ▇▇▇▇▇▇▇▇ as follows:
First
Division Second Division Third Division
--------------------------------------------------------------
9 ▇▇▇▇▇▇▇▇ 1 Excavation through 1 stated ▇▇▇▇▇▇▇▇ size
rock m/3/
2 Backfilling with
stated material m/3/
3 Plain round steel bar Nominal size:
reinforcement to 1 not exceeding l0mm
BS4449 t 2 12mm
3 16mm
4 Deformed high yield 4 20mm
steel bar reinforcement 5 25mm
to BS4449 t 6 32mm
7 40 mm
8 50 mm or greater
5 Guide walls m
6 cutting off surplus 1 stated ▇▇▇▇▇▇▇▇ size
length m
7 Preparing heads nr
(b) Add Measurement Rules M14 to M18 as follows:
M14 The length of excavation through rock admeasured
shall be the total length above the founding levels of
barrettes shown on the Design Documents reviewed without
objection by the Engineer or otherwise instructed by the
Engineer, of rock recovered during pre-drilling at each
▇▇▇▇▇▇▇▇ location.
M15 Depth of backfilling to barrettes shall be measured
along the axes of barrettes from the Commencing Surfaces to
the cut-off levels of the barrettes.
[STAMP]
Rev. 0: 22 May 2002 A/47 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
Q5 (Cont'd) M16 The mass measured for reinforcement in barrettes
shall include that of cast in stiffening, lifting and
supporting steel detailed on the Design Documents reviewed
without objection by the Engineer. Any additional steel
required by the Contractor shall not be included in the mass
measured.
M17 The mass of steel reinforcement shall be taken as
0.785 kg/m per 100mm2 of cross-section (7.85 t/m2). The mass
of other reinforcing material shall be taken as stated in
the Contract.
Ml8 Guide walls shall be measured along the girth of the
barrettes.
(c) Add Definition Rule D7 as follows:
D7 The nominal size used for classification in item
descriptions for bar reinforcement shall be the
cross-sectional size defined in BS4449.
(d) Add Coverage Rule C8 as follows:
C8 Items for reinforcement in barrettes shall be deemed
to include supporting reinforcement and preparing protruding
reinforcement to receive other work.
[STAMP]
Rev. 0: 22 May 2002 A/48 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
CLASS R: ROADS AND PAVINGS
R1 EXCLUDES
Replace the Excludes list with the following:
Excludes: Earthworks (included in Class E)
Drainage (included in Classes I, J, K and L)
Fences and gates (included in Class X)
Utilities (included in Class Y)
Gantries and other substantial structures
supporting traffic signs
Maintenance of roads and pavings
Covers to in situ concrete U-channels
R2 DEFINITION RULES
Delete Definition Rule D1.
R3 SUB BASES, FLEXIBLE ROAD BASES AND SURFACING
(a) Amend Second Division items 1 and 2 (corresponding to First
Division 1) to read as follows:
1 Granular material type 1 as specified m2
2 Granular material type 2 as specified m2.
(b) Amend Second Division items 5 (corresponding to First
Division 1) to read as follows:
5 Lean concrete as specified m2.
R4 CONCRETE PAVEMENTS
(a) Replace Second Division item 1 with the following:
1 Not used.
(b) Amend Second Division item 2 to read as follows:
2 Carriageway slabs of stated strength m2.
[STAMP]
Rev. 0: 22 May 2002 A/49 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
R4 (Cont'd) (c) Replace Measurement Rule M5 with the following:
M5 The mass of reinforcement measured shall include the
mass of cast in steel supports to top reinforcement detailed
on the Design Documents reviewed without objection by the
Engineer. Any additional steel required by the Contractor
shall not be included in the mass measured.
(d) Replace Coverage Rule C2 with the following:
C2 Items for reinforcement shall be deemed to include
supporting reinforcement other than cast in steel supports
to top reinforcement detailed on the Design Documents
reviewed without objection by the Engineer.
R5 ▇▇▇▇▇, CHANNELS AND EDGINGS
(a) Replace Second Division items 1 to 7 with the following:
1 Precast concrete ▇▇▇▇▇ of Highways Dept types K1, K2 and
K3.
2 Precast concrete drop ▇▇▇▇▇ of Highways Dept types K5,
K6, K7, K8 and K9.
3 Precast concrete edging ▇▇▇▇▇ of Highways Dept type E1,
E2 and E3.
4 In Situ Concrete ▇▇▇▇▇ and edging.
5 Asphalt ▇▇▇▇▇.
6 Asphalt channels.
7 In Situ Concrete U-channels.
(b) Delete Second Division item 8.
(c) Add new Coverage Rule C3A corresponding to Second Division
item 7 as follows:
C3A Items for in situ concrete U-channels shall be deemed
to include formwork and rendering angles, ends, outlets,
intersections and rebates.
(d) Add new Additional Description Rule A7A and A7B
corresponding to Second Division item 7 as follows:
A7A The type and overall size of in situ concrete
U-channels shall be stated in item descriptions for in situ
concrete ▇-▇▇▇▇▇▇▇▇.
▇▇▇ Item descriptions for in-situ concrete U-channels
shall separately identify reinforced in situ concrete
U-channels.
[STAMP]
Rev. 0: 22 May 2002 A/50 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
R6 LIGHT DUTY PAVEMENTS
(a) Amend Second Division item 8 to read as follows:
8 Precast concrete flags or brick paving to stated
specification.
(b) Add new Additional Description Rule ▇▇▇
▇▇▇ Item descriptions for precast concrete flags or brick
paving shall specify the material.
R7 ANCILLARIES
(a) Add new Coverage Rule C5 as follows:
C5 Items for letters and shapes, continuous lines and
intermittent lines shall be deemed to include solid glass
beads.
(b) Delete Additional Description Rule A8
R8 NOTE
Delete Note at the foot of page 77.
CLASS S: RAIL TRACK
No amendments.
CLASS T: TUNNELS
T1 SUPPORT AND STABILISATION
(a) Add new Third Division item 7 corresponding to Second
Division item 1 as follows:
7 Pregrouted displacement.
[STAMP]
Rev. 0: 22 May 2002 A/51 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
CLASS U: BRICKWORK
U1 EXCLUDES
Replace the Excludes list with the following:
Excludes: Brickwork in manholes and other brickwork
incidental to pipework (included in Classes K
and Y)
Blockwork in protective layers to waterproofing
(included in Class W)
Natural stonework other than ashlar masonry
and rubble masonry (included in ABWFMM Class AO)
CLASS V: PAINTING
V1 EXCLUDES
Replace the Excludes list with the following:
Excludes: Road surface markings (included in Class R)
Silk Screen and acid etched letters, numerals,
characters, symbols and graphics (included in
ABWFMM Class AI)
Architectural coatings and special finishings
(included in ABWFMM Class AT)
Building services pipework and ductwork
(included in BSMM)
Painting carried out prior to delivery of
components to the Site
V2 SECOND DIVISION
Amend Second Division items 3 and 4 to read as follows:
3 Concrete
4 Plaster and render
[STAMP]
Rev. 0: 22 May 2002 A/52 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
V3 THIRD DIVISION CORRESPONDING TO SECOND DIVISION ITEMS 1 TO 6
(a) Delete Third Division items 6, 7 and 8.
(b) Add Third Division items 5 and 6 as follows:
5 Isolated surfaces of width or girth not exceeding
500mm m2
6 Letters, numerals, characters, punctuation and the
like nr
(c) Amend Measurement Rule M2 to read as follows:
M2 Isolated surfaces of width or girth not exceeding
500mm shall not be distinguished by inclination.
(d) Delete Measurement Rule M3.
(e) Delete Definition Rule D1.
(f) Add Definition Rule D1 corresponding to Third Division item
5 as follows:
D1 Isolated surfaces of width or girth not exceeding
500mm shall be classed as such only where work of overall
width or girth not exceeding 500mm is not in conjunction
with similarly painted work.
(g) Delete Additional Description Rule A3.
(h) Add Additional Description Rule A3 corresponding to Third
Division item 6 as follows:
A3 Item descriptions for letters, numerals, characters,
punctuation and the like shall state the height and style.
V4 Delete Note at the bottom of page 91.
[STAMP]
Rev. 0: 22 May 2002 A/53 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
CLASS W: WATERPROOFING
W1 INCLUDES
Replace the Includes list with the following:
Includes: Damp proofing, tanking and roofing
Blockwork in protective layers
W2 EXCLUDES
Replace the Excludes list with the following:
Excludes: Waterproofed joints (included in Classes C, G, H,
I, J, K, R, T, U, X and Y)
Damp proof courses in brickwork, blockwork and
masonry (included in Class U)
Roof tiling and metal roof cladding (included in
ABWFMM Class AA)
W3 DAMP PROOFING, TANKING AND ROOFING
(a) Delete Second Division item 2.
(b) Delete Second Division item 7.
W4 PROTECTIVE LAYERS
(a) Replace Second Division item 5 with the following:
5 Blockwork m/2/
(b) Add new Coverage Rule C2 corresponding to Second Division
item 5 as follows:
C2 Items for blockwork shall be deemed to include
jointing, pointing, ties, dowels, cramps, joggles and the
like; reinforcement; damp proof courses.
(c) Add new Additional Description Rule A2A corresponding to
Second Division item 5 as follows:
A2A Item descriptions for blockwork shall state the
materials, nominal dimensions and type of block.
[STAMP]
Rev. 0: 22 May 2002 A/54 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
CLASS X: MISCELLANEOUS WORK
X1 INCLUDES
Replace Includes with the following:
Includes: Fences, gates and their foundations
Drainage to structures above ground and within
structures below ground
Rock filled gabions
X2 DRAINAGE TO STRUCTURES ABOVE GROUND AND WITHIN STRUCTURES BELOW
GROUND
(a) Amend First Division item 3 to read as follows:
3 Drainage to structures above ground and within
structures below ground
(b) Replace Coverage Rule C3 with the following:
C3 Items for drainage to structures above ground and
within structures below ground shall be deemed to include
supports.
(c) Replace Additional Description Rule A5 with the following:
A5 Item descriptions for drainage to structures above
ground and within structures below ground shall state the
type, principal dimensions and materials of the components.
X3 ADD NEW CATEGORY AS FOLLOWS:
(a) First Division Second Division Third Division
------------------------------------------------------------
5 Corrosion
Monitoring
System nr
(b) Coverage Rule C5
C5 Items for Corrosion Monitoring System shall be deemed
to be fully inclusive of all works necessary at each
location to comply with the requirements of the Employer's
Requirements.
[STAMP]
Rev. 0: 22 May 2002 A/55 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
X3 (Cont'd) (c) Additional Description Rule A7
A7 Item descriptions for Corrosion Monitoring System
shall identify the relevant specifications and Design
Documents reviewed without objection by the Engineer.
CLASS Y: SEWER AND WATER MAIN RENOVATION AND ANCILLARY WORKS
Y1 CLASS Y:
Replace Class Y with the following:
CLASS Y UTILITIES
Includes: Diversions of Utility Services
Trial holes for Utilities
Excludes: Temporary Utility Diversion (included in Class A)
Traffic diversions and regulations (included in
Class A)
Trial pits (included in Class B)
First Division Second Division Third Division
------------------------------------------------------------
1 Diversion of 1 Area Traffic
existing services Control
2 Drainage 1 Storm drain
2 Foul sewer
3 Electric 1 11 Kv
2 33 Kv
3 132 Kv
4 400 Kv
5 Overhead line
4 Gas 1 Low pressure
2 Medium
pressure
3 Intermediate
pressure
4 High pressure
5 Rediffusion
6 Communications 1 Signal cables
2 Tele-
communications
7 Tramways
8 Water 1 Fresh
2 Salt
[STAMP]
Rev. 0: 22 May 2002 A/56 Contract No.LDB-201
ANNEX 3
Part A
Amendments to CESMM3
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
Y1 Measurement Rule M1
(Cont'd)
M1 The unit measurement for Utilities shall be the "sum".
Coverage Rule C1
C1 Item for diversion of existing services shall be deemed to be
fully inclusive of all work necessary to comply with the
requirements of the Employer's Requirements.
Additional Description Rules A1 and A2
A1 "Diversion" is defined in accordance with the Employer's
Requirements.
A2 Item descriptions for diversion of existing services shall
state the diversion reference in accordance with the Schedule of
Utility Arrangements. Separate items shall be given for each
diversion contained in the Schedule of Utility Arrangements.
CLASS Z: SIMPLE BUILDING WORKS INCIDENTAL TO CIVIL ENGINEERING
WORKS
Delete Class Z.
[STAMP]
Rev. 0: 22 May 2002 A/57 Contract No.LDB-201
ANNEX 3
Part B
Amendments to ABWFMM
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
SECTION 1. GENERAL PRINCIPLES
1.1 TITLE APPLICATION AND EXTENT
Replace paragraphs 1.1 and 1.2 with the following:
1.1 The title of this document is Architectural Builder's
Works and Finishes Standard Method of Measurement,
which is abbreviated to ABWFMM. The ABWFMM is intended
to be used in conjunction with the General Conditions,
other Standard Methods of Measurement referred to in
the Preamble to the Pricing Document and the AAMM and
only in connection with architectural builder's works
and finishes.
1.2 (a) The Classes in the ABWFMM are supplemental to
those contained in the CESMM3 as amended by the
AAMM.
(b) Sections 1 to 8 of CESMM3 as amended by the AAMM
shall apply to the preparation of Schedule of
Rates in accordance with the ABWFMM.
(c) CESMM3 Classes A to Y as amended by the AAMM
shall be used in preparing architectural
builder's work and finishes Schedule of Rates
insofar as the items included in those Classes
are required in the Schedule of Rates.
2.1 CESMM3 CLASSES
Replace paragraph 2 with the following:
2.1 References to Classes A to Y in the ABWFMM are
references to CESMM3 Classes and where work is excluded
from the ABWFMM and identified as being included in any
Class in CESMM3 then it shall be measured in accordance
with CESMM3 and the AAMM and included in the Schedule
of Rates.
[STAMP]
Rev. 0: 22 May 2002 B/1 Contract No.LDB-201
ANNEX 3
Part B
Amendments to ABWFMM
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
CLASSES AA TO AF INCLUSIVE
No amendments.
CLASS AG: METAL CLADDING
AG1 Replace Measurement Rule M2 with the following:
M2 Item descriptions for panels shall group panels within the
following categories:
(i) not exceeding 0.5m2
(ii) 0.5 - 1.0m2
(iii) 1.0 - 1.5m2
(iv) 1.5 - 2.0m2
(v) 2.0 - 2.5m2
(vi) 2.5 - 3.0m2
(vii) exceeding 3.0m2 size to be fully described.
CLASSES AH TO AT INCLUSIVE
No amendments.
[STAMP]
Rev. 0: 22 May 2002 B/2 Contract No.LDB-201
ANNEX 3
Part C
Amendments to BSMM
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
SECTION 1. DEFINITION
1.1 Replace paragraph 1.2.2 with the following:
1.2.2 'General Conditions' means the Kowloon-Canton Railway
Corporation General Conditions of Contract for Design-Build
Works (Civil) (14 September 2001 Edition)
[STAMP]
Rev. 0: 22 May 2002 C/1 Contract No.LDB-201
ANNEX 3
Part C
Amendments to BSMM
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
SECTION 2. ELECTRICAL INSTALLATIONS
2.1 Delete the second paragraph in Clause 2.7.1
2.2 Delete the second paragraph in Clause 2.10.6
[STAMP]
Rev. 0: 22 May 2002 C/2 Contract No.LDB-201
ANNEX 3
Part C
Amendments to BSMM
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
SECTION 3. MECHANICAL INSTALLATIONS
3.1 Add new paragraphs for "Distribution and Principal Inter-
connections" 3.9.1 and 3.9.2 as follows:
Distribution and Principal Inter-connections
3.9.1 Cable and conduit, cable trunking, trays and ladders
connections from the Power Source/UPS unit to each data
gathering equipment, master station and the like shall be
given separately as an item stating the equipment reference
and location.
3.9.2 Signal/Control circuits, including approved cable, conduit
trunking and accessories etc. from central equipment to
each data gathering equipment, master station and the like
shall be given separately as an item stating the equipment
reference and location.
3.2 Add new paragraphs for "Final Circuit Points" 3.10.1 and 3.10.2 as
follows:
Final Circuit Points
3.10.1 Circuits from each data gathering equipment, master station
and the like to field points or sensors or equipment for
controlling, monitoring or measurement functions, alarm
provision etc. shall be enumerated, stating point of
origin, function and locations or schedule reference where
appropriate. The description, where appropriate, shall
state that the items shall include all necessary sensors,
instruments, devices, auxiliary fittings including without
limitation clocks, telephones, alarm bells, loudspeakers
and ANY appropriate connection thereto.
3.10.2 Cables, trays and ladders, conduits including flexible
conduits and adapters, outlet boxes, junction boxes,
universal boxes, including special boxes, adaptable boxes,
floor-trap boxes, purpose made boxes, flameproof boxes,
expansion joints, all fixings, bending, cutting, screwing
and jointing, laying in trunking or fixing in trays and
ladders, the provision of draw wire or cables, and all
earth continuity requirements for final circuit points
shall be deemed to be included in the item. Components and
forming of holes for making connections of conduit into
trunking shall be deemed to be included in the point item.
Couplings to and forming holes for conduit entry to
equipment shall be deemed to be included in the item of
equipment.
[STAMP]
Rev. 0: 22 May 2002 C/3 Contract No.LDB-201
ANNEX 3
Part C
Amendments to BSMM
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
SECTION 4. PLUMBING INSTALLATION
4.1 Delete item for "Compressed air installation" in Section 4.1.1
(viii) and replace with "Control systems"
4.2 Add new paragraphs for "Distribution and Principal Inter-
connections" 4.7.1 and 4.7.2 as follows:
Distribution and Principal Inter-connections
4.7.1 Cable and conduit, cable trunking, trays and ladders
connections from the Power Source/UPS unit to each data
gathering equipment, master station and the like shall be
given separately as an item stating the equipment reference
and location.
4.7.2 Signal/Control circuits, including approved cable, conduit
trunking and accessories etc. from central equipment to
each data gathering equipment, master station and the like
shall be given separately as an item stating the equipment
reference and location.
4.3 Add new paragraphs for "Final Circuit Points" 4.8.1 and 4.8.2 as
follows:
Final Circuit Points
4.8.1 Circuits from each data gathering equipment, master station
and the like to field points or sensors or equipment for
controlling, monitoring or measurement functions, alarm
provision etc. shall be enumerated, stating point of
origin, function and locations or schedule reference where
appropriate. The description, where appropriate, shall
state that the items shall include all necessary sensors,
instruments, devices, auxiliary fittings including without
limitation clocks, telephones, alarm bells, loudspeakers
and ANY appropriate connection thereto.
[STAMP]
Rev. 0: 22 May 2002 C/4 Contract No.LDB-201
ANNEX 3
Part C
Amendments to BSMM
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
4.3 (Cont'd) SECTION 4. PLUMBING INSTALLATION (CONT'D)
4.8.2 Cables, trays and ladders, conduits including flexible
conduits and adapters, outlet boxes, junction boxes,
universal boxes, including special boxes, adaptable boxes,
floor-trap boxes, purpose made boxes, flameproof boxes,
expansion joints, all fixings, bending, cutting, screwing
and jointing, laying in trunking or fixing in trays and
ladders, the provision of draw wire or cables, and all
earth continuity requirements for final circuit points
shall be deemed to be included in the item. Components and
forming of holes for making connections of conduit into
trunking shall be deemed to be included in the point item.
Couplings to and forming holes for conduit entry to
equipment shall be deemed to be included in the item of
equipment.
SECTION 6. WORK CLASSIFICATION AND CODES
6.1 Delete item for "Compressed air installation" in Section 6.1.1
class BC, 1st Division, item 08 and replace with "Control systems"
6.2 Add new items in section 6.1.1 class BB, 2nd Division:
07 - Distribution
08 - Final circuits
6.3 Add new items in section 6.1.1 class BC, 2nd Division:
05 - Distribution
06 - Final circuits
[STAMP]
Rev. 0: 22 May 2002 C/5 Contract No.LDB-201
This page is left blank intentionally
[STAMP]
ANNEX 3
Part D
General Additions & Amendments
ITEM
REFERENCE ITEM DESCRIPTION
--------------------------------------------------------------------------------
1 GENERAL
1.1 The main headings, sub-headings and item descriptions in the ▇▇▇▇
of Quantities identify the work covered by the respective items,
but the descriptions of work are not necessarily complete in all
respects. The exact nature and extent of the work to be carried
out shall be ascertained by reference to the General Conditions,
the Employer's Requirements as the case may be, read in
conjunction with the relevant method of measurement and the AAMM.
1.2 The rates and prices inserted in the Schedule of Rates shall be
the full inclusive value of the work described under the several
items, including all costs and expenses which may be required in
and for the execution of the Works in accordance with the Contract
together with all general risks liabilities and obligations set
forth or implied in the documents on which the tender is based,
including all Temporary Works (apart from those specifically
billed).
1.3 A rate or price is to be entered by the Tenderer against each item
in the Schedule of Rates whether quantities are stated or not.
Items against which no price is entered shall be deemed to be
covered by the other rates or prices in the Schedule of Rates.
2 ACCESS TO SITE AND METHOD OF WORKING
2.1 Access to the Site as specified will be given free of charge to
the Contractor. Rates and prices shall include the cost of
completely equipping and maintaining the Site together with any
temporary bridging, filling or excavation, and reinstatement
(apart from that specifically itemised in the Pricing Schedule)
which the Contractor may require for his method of construction
within the Site and all measures as reviewed without objection
by the Engineer to protect adjacent property.
3 SPECIFIED REQUIREMENTS
Certain items, which are set out in the Pricing Schedule and
classed as "specified requirements", cover such works, other than
the Permanent Works, as are expressly stated in the Contract to be
carried out by the Contractor. Other specified requirements not so
given in the Pricing Schedule shall be deemed to be covered
elsewhere in the Pricing Schedule.
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4 TEMPORARY WORKS
4.1 Where specific items of Temporary Works are included in the
Pricing Schedule, the rates and prices shall include all costs
relating to the appropriate items.
5 TEMPORARY DIVERSIONS
5.1 Rates and prices shall include the cost of any temporary
alteration, subsequent maintenance and temporary and permanent
reinstatement of roads, footpaths, railway sidings and services
which the Contractor may require to execute the Works in
accordance with his method of construction as reviewed without
objection by the Engineer.
6 GENERAL CLEARANCE
6.1 Rates and prices for General clearance shall be deemed to include
removing, storing, maintaining and subsequently replacing all
pedestrian handrails, central median rails, street signs and the
like.
7 DEFINITION OF ROCK
7.1 As required by CESMM3 Section 5 paragraph 5.5 "rock" is defined as
follows:
(1) For work other than ground investigation, diaphragm walls and
boring cast in the place concrete piles:
"rock" means all naturally occurring hard strata which, in
the opinion of the Engineer, cannot be broken by hand without
the aid of wedges, ▇▇▇▇▇▇ hammers or pneumatic drills, and
which would normally be removed by:
a) blasting, or
b) chemical gas; or
c) mechanical bursting; or
d) hydraulic breaker.
(2) For diaphragm walls:
"rock" is defined in AAMM Part A Class C: Geotechnical and
other specialist processes.
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7.1 (Cont'd) (3) For ground investigation and bored cast in place concrete
piles:
"rock" means naturally occurring material of weathering
Grade III or better rock which shall have an unconfined
uniaxial compressive strength (UCS) of 25Mpa (equivalent
point load index strength not less than 1 MPa) with a total
core recovery not less than 85% of the Grade over a 1.5m core
run.
8 EARTHWORKS
8.1 For the purpose of measurement all excavated material to be
measured in accordance with CESMM3 Classes E and T shall be deemed
to be suitable for use as filling material in accordance with the
Employer's Requirements unless approved as otherwise by the
Engineer.
9 STEEL REINFORCEMENT
9.1 Rates and prices for steel reinforcement shall be deemed to
include the preparation of any additional schedules and any
additional quantity of reinforcement required to suit the
Contractor's method of construction which has been reviewed
without objection by the Engineer.
10 UTILITIES
10.1 Rates and prices for Utilities shall be deemed to include all work
detailed in the Employer's Requirements associated with the
diversion of utility services and the following:
(a) co-ordination with the utility companies;
(b) unloading, handling and storing on the Site, materials
supplied by the utility companies;
(c) handling of materials in (b) above from the storage
area to the place where they are to be incorporated in
the Works;
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10.1 (Cont'd) (d) preparation of base onto which the services are to be
laid;
(e) slewing of existing cables;
(f) supply and laying of all ducts, split ducts and cable
tiles;
(g) materials and labour for the construction and all
manholes, joint boxes, valve pits, thrust blocks,
surrounds and the like;
(h) supply and fixing of all ironmongery required for
completion of items described in (g) above. This shall
include such items as covers, frames, step irons,
support brackets, gratings, holding down bolts, safety
chains and the like;
(i) supply of all materials, plant and labour for the
protection maintenance, diversion, testing etc. of all
storm water drains and sewers; and
(j) supply and erection of all temporary or permanent
materials for the temporary or permanent support of
all utility services.
10.2 The Contractor shall also allow for:
(a) Exposing and breaking out all abandoned utility company
equipment and structures.
(b) Disposal of abandoned or redundant services including
delivery of metallic services to a store designated by
the Engineer.
(c) The protection, lowering, diversion, exposing,
breaking out and disposal or otherwise of any utility
company service if so required by the Contractor's
proposed use of the Site.
10.3 The following materials and operations shall be supplied and
carried out by the utility companies:
(a) telegraphic and telemetric cables and jointing
materials;
(b) all electric power cables and jointing materials, and;
(c) all pipes and fittings except those required for storm
water or sewerage drainage works;
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10.3 (Cont'd) (d) threading cables through ducts or laying cables in
a prepared trench;
(e) making joints in cables;
(f) testing cable and joints;
(g) final aligning, jointing and testing of all pipes and
fittings except those associated with storm water
drains or sewerage drainage works.
10.4 Utility companies' costs arising from the diversion of existing
services specified in the Schedule of Utility Arrangements or
shown on the Drawings shall be borne by the Employer. Any
additional utility company costs incurred due to diversions
necessitated by the Contractor's method of construction which has
been reviewed without objection by the Engineer shall be
reimbursed to the Employer by the Contractor.
11 ELECTRICITY
11.1 Subject to the following, the Contractor shall be deemed to
have allowed in his rates and prices for all electricity
consumed for and in connection with the Works:
The Contractor shall forward to the Engineer all requests
for payment from the utility company for electricity power
supplies consumed for construction works for which the
Employer is responsible in accordance with Employer's
Requirements and the costs will be met by the Employer.
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12 PREMIUM FOR EMPLOYEES' COMPENSATION INSURANCE AND STATUTORY
EMPLOYEES' COMPENSATION INSURANCE LEVY
12.1 The sum to be inserted in the schedule of Provisional Sums in
respect of the Employees' Compensation Insurance (ECI) premium and
Statutory Employees' Compensation Insurance Levy (ECIL) shall be
the sum of the following items:
a) the ECI premium, equal to 4.41% of the Tender Total before
inclusion of the Provisional Sum for ECI premium and ECIL
calculated under this item 12.1; and
b) the ECIL, equal to 9.3% of the premium in item 12.1 a) above.
12.2 Notwithstanding the formula provided in items 12.1a) and 12.1b)
above mentioned, the actual ECI premium and ECIL after Contract
award shall be paid by the Contractor upon the production of an
invoice by the Employer's appointed broker, Aon Risk Services Hong
Kong Limited, and the same shall be reimbursed by the Employer to
the Contractor pursuant to Schedule 11 Part B of the General
Conditions. The actual ECI premium and ECIL payable shall be
calculated as follows:-
a) The ECI premium shall be equal to the applicable rate against
the Tender Total referred to in the Letter of Acceptance; and
b) The ECIL shall be the prevailing rate as determined by the
Government of the Hong Kong Special Administrative Region,
currently at 9.3% of the premium in item 12.2 a) above.
12.3 The Provisional Sum in respect of the ECI Premium and ECIL shall
be rounded up to the nearest dollar.
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LoC D/6 Contract No.LDB-201