Common use of MOVEMENT JOINTS ETC Clause in Contracts

MOVEMENT JOINTS ETC. Two layers of 375 micron dampproof course in slip joints between horizontal concrete and brick surfaces including cement mortar bed.: 10 Not exceeding 300mm wide. m 111 REINFORCEMENT (CPAP Work Group No 114) (MEASURED PROVISIONALLY) Fabric reinforcement: 11 Type 395 fabric reinforcement in concrete surface beds, etc. m2 240 High tensile steel reinforcement to structural concrete work: 12 10mm Diameter bars. t 3.51 13 8mm Diameter bars. t 3.96 Carried Forward to Summary of Section No. 2 R Section No. 2 Bill No. 2 CONCRETE,FORMWORK AND REINFORCEMENT Item No SECTION 2 Quantity Rate BILL NO. 3 MASONRY PREAMBLES For preambles see "Model Preambles for Trades" (2008 Edition) and Supplementary preambles as specified in the Trades SUPPLEMENTARY PREAMBLES 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

Appears in 1 contract

Samples: www.idt.org.za

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MOVEMENT JOINTS ETC. Two layers of 375 micron dampproof course in slip joints between horizontal concrete and brick surfaces including cement mortar bed.: 10 Not exceeding 300mm wide. m 111 359 REINFORCEMENT (CPAP Work Group No 114) (MEASURED PROVISIONALLY) Fabric reinforcement: 11 Type 395 fabric reinforcement in concrete surface beds, etc. m2 240 315 High tensile steel reinforcement to structural concrete work: 12 10mm Diameter bars. t 3.51 1.31 13 8mm Diameter bars. t 3.96 2.03 Carried Forward to Summary of Section No. 2 6 R Section No. 2 6 Bill No. 2 CONCRETE,CONCRETE FORMWORK AND REINFORCEMENT Item No SECTION 2 6 Quantity Rate BILL NO. 3 MASONRY PREAMBLES For preambles see "Model Preambles for Trades" (2008 Edition) and Supplementary preambles as specified in the Trades SUPPLEMENTARY PREAMBLES 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

Appears in 1 contract

Samples: www.idt.org.za

MOVEMENT JOINTS ETC. Two layers of 375 micron dampproof course in slip joints between horizontal concrete and brick surfaces including cement mortar bed.: 10 Not exceeding 300mm wide. m 111 789 REINFORCEMENT (CPAP Work Group No 114) (MEASURED PROVISIONALLY) Fabric reinforcement: 11 Type 395 fabric reinforcement in concrete surface beds, etc. m2 240 1 435 High tensile steel reinforcement to structural concrete work: 12 10mm Diameter bars. t 3.51 9.70 13 8mm Diameter bars. t 3.96 8.90 Carried Forward to Summary of Section No. 2 3 R Section No. 2 3 Bill No. 2 CONCRETE,, FORMWORK AND REINFORCEMENT Item No SECTION 2 3 Quantity Rate BILL NO. 3 MASONRY PREAMBLES For preambles see "Model Preambles for Trades" (2008 Edition) and Supplementary preambles as specified in the Trades SUPPLEMENTARY PREAMBLES 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

Appears in 1 contract

Samples: www.idt.org.za

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MOVEMENT JOINTS ETC. Two layers of 375 micron dampproof course in slip joints between horizontal concrete and brick surfaces including cement mortar bed.: 10 Not exceeding 300mm wide. m 111 158 REINFORCEMENT (CPAP Work Group No 114) (MEASURED PROVISIONALLY) Fabric reinforcement: 11 Type 395 fabric reinforcement in concrete surface beds, etc. m2 240 287 High tensile steel reinforcement to structural concrete work: 12 10mm Diameter bars. t 3.51 4.68 13 8mm Diameter bars. t 3.96 7.16 Carried Forward to Summary of Section No. 2 3 R Section No. 2 3 Bill No. 2 CONCRETE,, FORMWORK AND REINFORCEMENT Item No SECTION 2 3 Quantity Rate BILL NO. 3 MASONRY PREAMBLES For preambles see "Model Preambles for Trades" (2008 Edition) and Supplementary preambles as specified in the Trades SUPPLEMENTARY PREAMBLES 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

Appears in 1 contract

Samples: www.idt.org.za

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