Screeds Sample Clauses

The 'Screeds' clause defines the requirements and standards for the installation of screed layers in a construction project. It typically outlines the materials to be used, the thickness and finish of the screed, and the methods for ensuring proper curing and levelness. For example, it may specify that the screed must be laid to a certain tolerance and be compatible with underfloor heating systems. The core function of this clause is to ensure that the screed provides a suitable, durable, and level base for subsequent floor finishes, thereby preventing future defects and ensuring the longevity of the flooring system.
Screeds. Hang screeds on stakes, crimp top leg into hole in stake, clip bottom leg to stake, butt joints and install splice plates.
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Screeds. TS-327 The provisions of Concrete Work section shall apply to the construction of solid reinforced concrete slab roofs and to hollow slab roofs. The actual finish will be specifically shown on the Drawings or in the Particular Specification. TS-328 Lightweight concrete screeds for obtaining falls or as an insulation layer shall be of approved type of foamed concrete. The materials shall be measured, applied and cured in accordance with the manufacturer's instructions and to the satisfaction of the Managing Official.
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Screeds average thick sand cement screed laid to existing floors, finished with a steel float and prepared to receive vinyl tiles (elsewhere measured). m2 1 540 2 35mm Thick on floors and walkways m2 294 One coat cement plaster steel trowelled on prepared existing brickwork. 3 On walls in isolated positions. m2 617 4 On narrow widths. m2 392 One coat cement plaster steel trowelled on prepared existing brickwork. 5 On walls in isolated positions. m2 462 Section No. 2 Bill No. 8 PLASTERING For preambles see "Model Preambles for Trades" (2008 Edition) and Supplementary preambles as specified in the Trades Supplementary preambles are incorporated in this schedule of quantities to satisfy the requirements of this project. Such supplementary preambles shall take precedence over the provisions of the said Model Preambles The contractor's prices for all items throughout this schedule of quantities must take account of and include for all of the obligations, requirements and specifications given in the said Model Preambles and in any supplementary preambles This bill is measured provisionally and will be subject to re-measure when the work or a portion thereof is complete. It is expected of the contractor to be able to demonstrate how he derived at the quantities and in cases where it is not possible to measure the work on completion due to cover up; the contractor must provide signed off site records proving such claims 350 x 350mm x 8mm Ceramic tiles (PC Amount R150.00/m2) fixed with adhesive to bedding (bedding elsewhere) and flush pointed with tinted waterproof jointing compound 1 On floors and landings m2 1 176 2 Skirting 75mm high m 613 Section No. 2 Bill No. 9 TILING
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Screeds. The provisions of Concrete Work section shall apply to the construction of solid reinforced concrete slab roofs and to hollow slab roofs. The actual finish will be specifically shown on the Drawings or in the Bill of Quantity. Lightweight concrete screeds for obtaining falls or as an insulation layer shall be of approved type of foamed concrete. The materials shall be measured, applied and cured in accordance with the manufacturer’s instructions and to the satisfaction of the Engineer or his Representative. In all cases the finished screed shall be of an approved proprietary type with a dry density of not less than 300kg/m3 to receive the applied roofing. Mixing shall take place using approved mechanical mixers. Concrete screeds for obtaining falls shall be (1:3:6) mix. All screeds shall be laid in bays not exceeding 10 square meters and formed between stop boards of the correct height and cut on each side to indicate the slope required in the roofing. The screed shall then be trowelled with a wooden float to true and accurate falls or cross falls up to the stop boards. A 10 mm side gap shall be left between each screed bay for the frill depth of the screed. The screeds shall be allowed to cure thoroughly to attain maximum shrinkage. Any cracks which appear due to shrinkage shall be made good. The gaps between bays shall then be filled in with cold bitumen. Where the roof screeds are to be reinforced with one layer of galvanized wire mesh, this shall be supported on top of the base on spacers to ensure that it is maintained at between 10 mm and 15 mm below the top of the finished screeds. It shall be at least 100 mm wide, securely wired together. It shall be stopped 20 mm from the edge of each bay.
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Related to Screeds

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