METALWORK SUPPLEMENTARY PREAMBLES For 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 5 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 6 4 Window type NE 7,1022 x 654mm high including burglar bars No 3 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. 4 Section No. 4 FD5 Bill No. 8 METALWORK BVI CONSULTING ENGINEERS R Item No SECTION 4 Quantity Rate Amount BILL NO. 9 PLASTERING SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to be used - PW 371" CEMENT SCREEDS TO CONCRETE Screeds to steel trowelled, on concrete: 1 30mm thick on floors m2 25 INTERNAL PLASTER Cement plaster on brickwork or blockwork: 2 On pits walls m2 52 FLOOR AND WALLS SEALERS Minimum two coats approved epoxy coat: 3 On screed m2 25 4 On internal textured plaster walls and floors in pit m2 62 Carried Forward to Summary of Section No. 4 Section No. 4 FD5 Bill No. 9 PLASTERING BVI CONSULTING ENGINEERS R
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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. 2 Section No. 2 SFD1 BLOCK Bill No. 8 METALWORK MANKGA LERAGA CONSULTING R
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Related to METALWORK SUPPLEMENTARY PREAMBLES For preambles

  • 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 60 2 CONCRETE,FORMWORK AND REINFORCEMENT 62 3 MASONRY 65 4 WATERPROOFING 66 5 ROOF COVERINGS 68 6 CARPENTRY AND JOINERY 70 7 IRONMONGERY 72 8 METALWORK 73 9 PLASTERING 74 10 PLUMBING AND DRAINAGE 77 12 PAINTWORK 79 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, xxxxxx, shrubs,xxxx 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 Xxxx Xx. 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

  • 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 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. 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". 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.

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

  • Amendment to Schedules Schedule 2.01 of the Credit Agreement shall be and it hereby is amended in its entirety by substituting Schedule 2.01 attached hereto.

  • Incorporation of Exhibits, Annexes, and Schedules The Exhibits, Annexes, and Schedules identified in this Agreement are incorporated herein by reference and made a part hereof.

  • Amendment of Exhibit A Upon the admission of a Substituted Limited Partner, the General Partner shall amend Exhibit A to reflect the name, address, number of Partnership Units, and Percentage Interest of such Substituted Limited Partner and to eliminate or adjust, if necessary, the name, address and interest of the predecessor of such Substituted Limited Partner.

  • Annexes The Annexes form an integral part of this Agreement.

  • ARTICLE I DEFINITIONS 1 SECTION 1.01.

  • PREAMBLES The preambles to this Agreement are a part of the agreement of the parties as set forth in this Agreement and shall be binding upon the parties in accordance with their terms.

  • 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. II.13.2 The supplementary agreement may not have the purpose or the effect of making changes to the agreement which might call into question the decision awarding the grant or result in unequal treatment of applicants. II.13.3 If the request for amendment is made by the beneficiary, he must send it to the Commission in good time before it is due to take effect and at all events one month before the closing date of the action, except in cases duly substantiated by the beneficiary and accepted by the Commission.

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