Rough Formwork to Sides Sample Clauses

The 'Rough Formwork to Sides' clause defines the requirements for constructing temporary molds or frameworks to shape the sides of concrete structures during pouring and setting. Typically, this clause specifies the materials, construction methods, and tolerances for formwork that does not require a smooth finish, such as for foundations or below-ground walls. By outlining these standards, the clause ensures that the concrete retains its intended shape and structural integrity while also allowing for cost-effective and efficient construction where a high-quality surface finish is unnecessary.
Rough Formwork to Sides. No 6 m2 226 10 Edges, risers, ends and reveals not exceeding 300mm high or wide. A1 : 40 A2 : 33 A3 : 49 11 Soffit of slab over pit. A1 : 19 A2 : 17 A3 : 30 Extra on permanent formwork for boxing or blocking in or boxing out to form: 12 450mm Diameter opening through 200mm thick slab. A1 : 4 A2 : 4 A3 : 8
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Rough Formwork to Sides. No 6 m2 226 10 Edges, risers, ends and reveals not exceeding 300mm high or wide. A1 : 40 A2 : 33 A3 : 49 m 122 11 Soffit of slab over pit. A1 : 19 A2 : 17 A3 : 30 Extra on permanent formwork for boxing or blocking in or boxing out to form: 12 450mm Diameter opening through 200mm thick slab. A1 : 4 A2 : 4 A3 : 8 m2 66 No 16 Section 2 Bill No. 2 Concrete, Formwork and Reinforcement Expansion joints with bitumen impregnated softboard between vertical concrete or brick surfaces: 13 12mm Joints not exceeding 300mm high (Provisional). 14 High tensile steel reinforcement bars to structural concrete work. m 135 t 1.41 15 REF. 617 fabric reinforcement in concrete slabs. m2 A1 : 46 A2 : 33 A3 : 61 16 REF. 395 fabric reinforcement in concrete surface beds. m2 A1 : 33 A2 : 36 A3 : 34 140 103 Section 2 Bill No. 2 Concrete, Formwork and Reinforcement Section 2 Bill No. 2 Concrete, Formwork and Reinforcement Total Brought Forward from Page No. Section 2 Bill No. 2 Concrete, Formwork and Reinforcement 32 34 35 R Amount
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