Supplementary labour (a) If the Employer wishes to engage supplementary labour to perform work performed by its Employees under this Agreement, the Employer must first consult in good faith with the affected Employees. (b) Following consultation and subject to this clause, the decision whether to engage supplementary labour is a decision of the Employer alone. Any dispute as to the application of this clause will be dealt with under the disputes settlement procedure under clause 11 of this Agreement. The Employer will ensure that all supplementary labour is engaged on lawful terms and conditions. (c) The Parties agree that crane crew will be employed on a direct full-time basis by either the Principal Contractor, Structure Subcontractor / Formworker or crane owner. (d) It is acknowledged that crane crew labour hire is for the purpose of supplementary labour and is temporary in nature. Where there is a requirement for a supplementary crane crew the Parties will consult and agree on alternative short-term arrangements. Examples of where a short-term alternative may be required include: (i) where a task requires the permanent crane crew to be switched to a night shift and a day shift crew is required temporarily (ii) where a crane crew has not yet completed a Project and a new Project has commenced
Supplementary Card a card which is issued by the Bank to the client and/or other person nominated by the client and which is linked to the existing card account of the client;
Supplementary Provisions 10.1. The failure or delay of any party hereof to exercise any right hereunder shall not be deemed as a waiver thereof, nor any single or partial exercise of any right preclude further exercise thereof in future by the party. 10.2. The headings of articles herein are provided for the purpose of index. Such headings shall in no event be used or affected interpretations of the terms herein. 10.3. The conclusion, effectiveness, interpretation of the agreement and the settlement of disputes in connection therewith, shall be governed by laws of Hong Kong Special Administration Region of the People’s Republic of China. 10.4. Each party hereunder concludes the agreement with legal purpose. Each term hereof is severable and independent from the others. If at any time one or more of such terms is or becomes invalid, illegal or unenforceable, the validity, legality and enforceability of the remaining terms hereof shall not in any way be affected thereby; and the parties shall make every endeavor to negotiate and arrive at new terms to substitute the invalid, illegal and unenforceable terms, and preserve as near as possible business purposes of the original terms. 10.5. Upon the effectiveness of the agreement, the parties shall fully perform the agreement. Any modifications of the agreement shall only be effective in written form, through consultations of the parties, and obtained necessary authorization and approval by Party D and Party E respectively. 10.6. Matters not covered in the agreement shall be dealt with in a supplementary agreement, and annexed hereto. The supplementary agreement shall have the same legal force as the agreement. 10.7. The agreement is executed in six original copies, which are equally authentic. Each party hereto shall hold one copy. 10.8. The agreement shall be effective upon execution. (The reminder of this page is intentionally left blank.) [Signature page, no body text] To: Zhenfei Fan Address: 9/F., Tower C, Corporate Square, ▇▇.▇▇ ▇▇▇▇▇▇▇▇▇ ▇▇▇▇▇▇, ▇▇▇▇▇▇▇ ▇▇▇▇▇▇▇▇, ▇▇▇▇▇▇▇ Date: January 8, 2010 Dear Zhenfei Fan As per the Purchase Option and Cooperation Agreement entered into in 2008 among us and others, we hereby designate ▇▇. ▇▇▇▇▇▇▇▇ ▇▇ (ID Number: 62042119830109131X) to acquire 55% of the equity interests of Shanghai Chongzhi Co., Ltd owned by you. Please carry out all necessary procedures to complete the transfer of shares within [30] days of this Notice. Yours truly, Fortune Software (Beijing) Co., Ltd. (Seal)
SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" 1 Panes not exceeding 0,1 m2 m2 3 SMD2 Bill No. 11 GLAZING Item No Quantity Rate Amount SECTION 3 BILL NO. 12 PAINTWORK SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" ON FIBRE-CEMENT Prepare and brush to remove all loose contaminations, apply one coat primer and two coats PVA emulsion paint: 1 On fascias and barge boards m2 7 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 7 3 On doors (External) m2 7 ON METAL Undercoat and minimum 2 coat gloss enamel: 4 On door frames m2 1 5 On gates (Measured over the full flat area of both sides) m2 8 6 On gutters and down pipes m 10 Spot prining defects in prime surface with zinc chromate primer and apply one universal undercoat and two coats EPWP, golden brown gloss enamel paint on steel: 7 On windows with burglar bars m2 3 Carried Forward to Summary of Section No. 3 Section No. 3 SMD2 Bill No. 12 PAINTWORK BVI CONSULTING ENGINEERS R SECTION SUMMARY - SMD2 1 EARTHWORKS 61 2 CONCRETE,FORMWORK AND REINFORCEMENT 63 3 MASONRY 66 4 WATERPROOFING 67 5 ROOF COVERINGS 69 6 CARPENTRY AND JOINERY 71 7 IRONMONGERY 73 8 METALWORK 74 9 PLASTERING 75 10 PLUMBING AND DRAINAGE 78 11 GLAZING 79 12 PAINTWORK 80 Carried to Final Summary Section No. 3 SMD2 BVI CONSULTING ENGINEERS Amount R No SECTION 4 BILL NO.1 EARTHWORKS (PROVISIONAL) SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" SITE CLEARANCE 1 Digging up and removing rubbish, debris, vegetation, ▇▇▇▇▇▇, shrubs,▇▇▇▇ and trees not exceeding 200mm girth, etc. m2 103 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 103 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 24 4 Pit m3 42 5 For aprons thickenning m3 5 Extra over trench and hole excavations in earth for excavation: 6 Soft rock m3 71 7 Hard rock m3 71 Extra over all excavations for carting away: 8 Surplus material from excavations and/or stock piles on site to a dumping site to be alocated by the Contractor m3 53 Carried Forward Section No. 4 MD6 ▇▇▇▇ ▇▇. 1 EARTHWORKS BVI CONSULTING ENGINEERS R 9 Sides of trench and hole excavation not exceeding 1,5m deep. m2 112 10 Keeping excavations free of water other than subterranean water Item Earth filling obtained from the excavations and/or prescribed stock piles on site compacted to 93% ModAASHTO density: 11 Under floors, steps, pavings, etc. m3 12 12 Backfilling to trenches, holes, etc. m3 13 13 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 39 14 Compaction of ground surface to pits etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 33 15 Compaction of ground surface to aprons etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 93% Mod AASHTO density m2 54 16 Modified AASHTO Density tests No 5 Section No. 4 MD6 Bill No. 1 EARTHWORKS 17 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 39 18 To bottom of concrate aprons m2 54 19 To bottoms and sides of trenches, etc. m2 92 MD6 Bill No. 1 EARTHWORKS