LAYING THE C.I PIPES Sample Clauses

LAYING THE C.I PIPES. The pipes shall be place along the outside of the trench for pipe in its proper position for laying with an extra pipe after every 20 pipes to allow fore cutting, if necessary. Where the trench crosses a road or place where such distribution is inadmissible, the pipes shall be stacked in heaps at each end, sufficient to cover in the length. Small pieces below 100 mm, diameter may be stacked at every 30 m distance. All pipe shall be used in standard lengths as far as possible. Cut lengths may be used only where necessary to make up exact lengths. The Consulting Engineers, for any damage and cracks shall inspect all the pipes. No damaged pipe shall be permitted to be used. The pipe shall be thoroughly cleaned with brushes to remove any accumulated stones or soil inside socket the outside of the spigot shall also be cleaned similarly. The pipes shall be lowered in to the trench and spigot neatly placed into the sockets for full length and properly supported. When there is a gradient, the pipe laying shall proceed in the uphill direction, with the sockets facing an uphill direction, irrespective of the direction of the flow. The pipes shall be carefully packed underneath so that they shall bear evenly / properly throughout their length. Any deviation in plan and elevation less than 11.25 degree shall be met with by laying of the straight pipes along the curve of larger radius such that the deviation at each joint is not greater than 2.25 degrees and the minimum thickness of lead at the face of the socket is 6mm, and the opening between the socket is not increased beyond 12 mm at any joint provided that such deviations are shown in the drawing or permitted by the Consulting Engineer/Architect. In case of rocky beds, sand or murrum bedding of 100 mm below the bottom of the pipe shall be provided, before laying the pipes.
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