Fabric reinforcement Sample Clauses

Fabric reinforcement. 14 Type 395 fabric reinforcement in concrete surface beds, slabs, etc. m2 96 15 350 Micron USB orange polyethylene dampproof membrane in accordance with SABS 952 Type C laid on sand bed (elsewhere measured). m2 96 Section 3 Bill No. 2 Walkways, Ramps, Steps, etc Section 3 Bill No. 2 Walkways, Ramps, Steps, etc Total Brought Forward from Page No. Section 3 Bill No. 2 Walkways, Ramps, Steps, etc 77 R Amount Cast in-situ Ref 395 mesh reinforced concrete (25MPa) open stormwater channels having V-shaped waterway formed in top, finished smooth on all exposed surfaces in 3:1 cement plaster trowelled smooth and with angles rounded, cast in suitable lengths not exceeding 1.8m, including all formwork, moulds, shallow excavation, filling and ramming, laying to falls, bedding and pointing in 3:1 cement mortar. Concrete apron to be tinted, colour to be specified by the Engineer. 1 700 x 150mm V' channel 75mm deep in centre laid in position in ground in 1800mm sections including all excavations, ramming, trimming, formwork, reinforcement, expansion joints,floating etc. m 25 2 Extra for 700mm angle No 5 3 Extra for forming 200mm thick 700mm wide spreader with 200mm high edges fanning out to 1 960mm width at furthest end with hard burnt bricks pitching cast in ass diffusers including working off concrete to a smooth finish and draining onto natural ground with 150 - 200mm diameter loose stones. No 5
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Fabric reinforcement. 193 fabric reinforcement in concrete surface beds, slabs, etc. m2 1,026
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Fabric reinforcement. 11 Mesh ref type 395 fabric reinforcement fixed horizontal in surface beds. m2 21 12 Mesh ref type 193 fabric reinforcement fixed horizontal in surface beds. m2 31 Type SM4 Bill No. 2 Concrete, Formwork and Reinforcement Item No SECTION NO.3 Quantity Rate Amount BUILDER'S WORK BILL NO. 3 MASONRY SUPPLEMENTARY PREAMBLES For preambles see "Specifications of materials and methods to used - PW 371" BRICKWORK Sizes in descriptions Where sizes in descriptions are given in brick units, "one brick" shall represent the length and "half brick" the width of a brick Hollow walls etc Descriptions of hollow walls shall be deemed to include leaving fifth perpend of the bottom course of the external skin open as a weep hole. Walls in two skins described as "bagged and sealed" shall be deemed to include having the outer face of the inner skin bagged with 1:6 cement and sand mixture and sealed with two coats "Brixeal" bitumen emulsion waterproofing coating. User note: The above preamble generally applies for works in ho and humid coastal areas Face Bricks Bricks shall be ordered timeously to obtain uniformity in size and colour Carried Forward R Section No. 4 Type SM4 Bill No. 3 Masonry PREPARED BY: NYELETI CONSULTING (PTY) LTD Descriptions of recessed pointing to fair face brickwork and face brickwork shall be deemed to include square recessed, hollow recessed, weathered pointing, etc
Sample 1
Fabric reinforcement. To be electrically cross-welded steel wire mesh reinforcement to B.S.4483, 1969 and of the size and weight specified.
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Fabric reinforcement. Hard drawn steel wire fabric where shown as reinforcement shall conform to IS: 1566-1982. Wire fabric for general use such as fencing, window grills etc. shall conform to IS: 4948 all as per MES Schedule Part-I clause 10.33. The weight of expanded metal shall be 4-kg/square metre.
Sample 1
Fabric reinforcement. BRC Weld Mesh Type 245" standard square mesh electrically welded high tensile steel face brick reinforcement placed vertically in walls, lapped minimum 150mm, bound at all laps and intersections with and including 1,25mm annealed iron binding wire (measured nett) m2 66 Section No. 2 Existing buildings Bill No. 5 Reinforcement COLLECTION Total Brought Forward from Page No. R Amount Note:
Sample 1
Fabric reinforcement. 14 Type 395 fabric reinforcement in concrete surface beds, slabs, etc. m2 96 15 350 Micron USB orange polyethylene dampproof membrane in accordance with SABS 952 Type C laid on sand bed (elsewhere measured). m2 96 Section 3 Bill No. 2 Walkways, Ramps, Steps, etc Section 3 Bill No. 2 Walkways, Ramps, Steps, etc Total Brought Forward from Page No. Section 3 Bill No. 2 Walkways, Ramps, Steps, etc 75 76 R Amount Cast in-situ Ref 395 mesh reinforced concrete (25MPa) open stormwater channels having V-shaped waterway formed in top, finished smooth on all exposed surfaces in 3:1 cement plaster trowelled smooth and with angles rounded, cast in suitable lengths not exceeding 1.8m, including all formwork, moulds, shallow excavation, filling and ramming, laying to falls, bedding and pointing in 3:1 cement mortar. Concrete apron to be tinted, colour to be specified by the Engineer.
Sample 1
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