METALWORK SUPPLEMENTARY PREAMBLES Sample Clauses

METALWORK SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" PRESSED STEEL DOOR FRAMES 1,2mm Single rebated frames suitable for half brick walls: 1 Frame for door 813 x 2032mm high No 2 1,6mm Double rebated frames suitable for one brickwalls: 2 Frame for door 813 x 2032mm high No 2 STEEL WINDOWS, DOORS, ETC 3 Window type NE1, 533 x 654mm high including burglar bars No 3 4 Window type NE 7,1022 x 654mm high including burglar bars No 2 WELDED SCREENS, GATES, ETC Steel gates and frames: 5 Purpose made square hallow section mild steel security gate, size 813 x 2032mm High No 2 Sundires: 6 Purpose made protective steel cage to SHE-BIN No 2 Carried Forward to Summary of Section No. 3 Section No. 3 SFD2 BLOCK Bill No. 8 METALWORK MANKGA LERAGA CONSULTING R Item No SECTION 3 Quantity Rate BILL NO. 9 PLASTERING
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METALWORK SUPPLEMENTARY PREAMBLES. For preambles see "Specifications of materials and methods to be used - PW 371" WELDED SCREENS, GATES, ETC Steel gates and frames 45 Purpose made square hallow section mild steel security gate, size 813 x 2032mm High No 4 PLASTERING CEMENT SCREEDS TO CONCRETE

Related to METALWORK SUPPLEMENTARY PREAMBLES

  • SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" GLAZING TO STEEL WITH PUTTY 4mm Obscure safety glass: 1 Panes not exceeding 0,1 m2 m2 3 Carried Forward to Summary of Section No. 3 R Section No. 3 SMD1 Bill No. 11 GLAZING BVI CONSULTING ENGINEERS Amount Item No SECTION 3 Quantity Rate Amount 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 6 ON WOOD Undercoat and minimum 2 coat gloss enamel: 2 On doors (Internal) m2 3 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 SMD1 Bill No. 12 PAINTWORK BVI CONSULTING ENGINEERS R SECTION SUMMARY - SMD1 Bill No Page No 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 SMD1 BVI CONSULTING ENGINEERS Amount R Item No SECTION 4 Quantity Rate Amount 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, xxxxxx, shrubs,xxxx and trees not exceeding 200mm girth, etc. m2 73 2 Stripping average 100mm thick layer of top soil and stockpiling on site m2 73 EXCAVATION,FILLING, ETC Excavation in earth not exceeding 2m deep: 3 Trenches m3 18 4 Pit m3 27 5 For aprons thickenning m3 4 Extra over trench and hole excavations in earth for excavation: 6 Soft rock m3 49 7 Hard rock m3 49 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 35 Carried Forward Section No. 4 MD3 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS R Brought Forward R Risk of collapse of excavations: 9 Sides of trench and hole excavation not exceeding 1,5m deep. m2 82 Keeping excavations free of water: 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 7 12 Backfilling to trenches, holes, etc. m3 9 Compaction of surfaces: 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 25 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 20 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 44 Prescribed density tests on filling: 16 Modified AASHTO Density tests No 5 SOIL POISONING Carried Forward R Section No. 4 MD3 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS Brought Forward R Soil insecticide: 17 Under floors etc including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming. m2 25 18 To bottom of concrate aprons m2 44 19 To bottoms and sides of trenches, etc. m2 69 Carried Forward to Summary of Section No. 4 R Section No. 4 MD3 Bill No. 1 EARTHWORKS BVI CONSULTING ENGINEERS R Amount

  • MODEL PREAMBLES The tenderer is referred to the "Model Preambles for Trades 2008" for supplementary and comprehensive expansion of descriptions, appropriate provision for which shall be deemed to have been included in all relevant rates SUPPLEMENTARY PREAMBLES Proprietary products in descriptions: Proprietary products shall be used as specified. Substitute products of similar quality and specification may only be used with prior approval by the Principal Agent. Nature of material to be excavated: The material to be excavated is assumed to be predominantly of a composition that will allow excavation in "earth" as specified, but including a percentage of excavation in "soft rock" and "hard rock". Carting away of excavated material: Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations, or alternatively, from stock piles situated on the building site. Carried to Collection R

  • Master Definitions Supplement All terms and expressions used in this Agreement shall have the same meaning as those contained in the Master Definitions Supplement to the CAISO Tariff.

  • Supplementary Agreement The parties stipulate and agree that the escrow provisions in this Section 6(b) (Escrow Establishment) of Attachment B (Facility Owned by Seller) and the Source Code Escrow Agreement and Proceeds Escrow Agreement are "supplementary agreements" as contemplated in Section 365(n)(1)(B) of the Code. In any voluntary or involuntary bankruptcy proceeding involving Seller, failure by Company to assert its rights to "retain its rights" to the intellectual property encompassed by the Source Code or the funds in the Proceeds Escrow, pursuant to Section 365(n)(1)(B) of the Code, under an executory contract rejected in a bankruptcy proceeding, shall not be construed as an election to terminate the contract by Company under Section 365(n)(1)(A) of the Code.

  • Supplementary Agreements II.13.1 Any amendment to the grant conditions must be the subject of a written supplementary agreement. No oral agreement may bind the parties to this effect.

  • Appendix B Amendments The following Appendix B clauses are hereby amended as follows:

  • Annexes, Appendices and Footnotes The annexes, appendices and footnotes to this Agreement constitute an integral part of this Agreement.

  • Supplementary Terms Other Contributions

  • Amendment Terms All revisions to this Agreement may only be made by written amendment executed by both parties and approved by the Office of the Attorney General prior to the end date of this Agreement.

  • Supplementary Provisions 15.1 This Agreement is executed in two original copies and each Party shall keep one.

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