Formwork for concrete Sample Clauses

Formwork for concrete. TS-63 The Contractor shall supply, design, erect, strike and remove the formwork and be entirely responsible for its stability and safety so that it will carry the fresh concrete and all incidental loadings and preserve it from damage and distortion during its placing, vibration, ramming, setting and curing. It shall be so constructed as to leave the finished concrete to the dimensions shown on the Drawings and of a material capable of providing the surface finish specified. In any event, the maximum permissible deflection under all loads shall not exceed l/480 of the free span according to ACI.
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Formwork for concrete. The Contractor shall supply, design, erect, strike and remove the formwork and be entirely responsible for its stability and safety so that it will carry the fresh concrete and all incidental loadings and preserve it from damage and distortion during its placing, vibration, ramming, setting and curing. It shall be so constructed as to leave the finished concrete to the dimensions shown on the Drawings and of a material capable of providing the surface finish specified. In any event, the maximum permissible deflection under all loads shall not exceed 2 mm or 1/600 of the free span, whichever is less. Formwork shall be of new timber and / or metal and shall include all temporary concrete moulds and their supports. Bolts to be used for fixing the formwork shall be approved by the Engineer or his Representative before staring the work. For concrete surfaces which are to remain exposed wrought formwork shall be used. Wrought formwork shall be of timber or steel framing lined with 12 mm thick smooth-faced plywood or an equal lining approved by the Engineer or his Representative, or of metal, suitable to obtain a fair face finish on the concrete. All external angles or fair faced in-situ concrete shall have chamfers formed with l5xl5 mm (5/8”x5/8”) wrought hardwood angle fillets planted in the angles of the formwork, unless larger chamfers are shown on the drawings. Formwork ready to receive concrete shall be thoroughly clean and the internal faces properly painted with approved shutter oil or other preparation. Joints shall be tight to prevent leakage. Wherever required and prior to placing of the reinforcement the internal surfaces of all formwork shall be treated with an approved mould oil. All formwork shall be inspected and approved by the Engineer or his Representative prior to concreting. This approval, however, does not relieve the Contractor of any of his responsibilities. The striking of all formwork shall be carried out with the greatest of care to avoid damage to concrete. The formwork to vertical surfaces such as walls, columns and sides of beams may be removed in accordance with the table below although care must be taken to avoid damage to the concrete, especially to arrases and features. Minimum periods for striking other formwork should be in accordance with the following table, or as directed by the Engineer or his Representative.
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