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Specifications Part 1 - Water Supply, Sewerage and Tube Well Works

Specifications Part 1 - Water Supply, Sewerage and Tube Well Works

Specifications Part 1 - Water Supply, Sewerage and Tube Well Works

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1.12.7 Caulking may be done with pneumatic tools or with a h<strong>and</strong> hammer weighingnot less than 2 kg. When working with lead wool, it is very important to usecaulking tools of appropriate thickness to fill the joint space, <strong>and</strong> to thoroughlyconsolidate the material from the pack to the front of the socket. Lead run jointsshall be preferably finished 3 mm behind the socket face.1.13. Detection of Cracks in Pipes :1.13.1 The pipe <strong>and</strong> fittings shall be inspected for defects <strong>and</strong> be rung with a lighthammer preferably while suspended to detect cracks. Smearing the outsidewith chalk dust helps the location of cracks. If doubt persists furtherconfirmation may be obtained by pouring a little kerosene on the inside of thepipe at the suspected spot; if a crack is present the kerosene seeps through<strong>and</strong> shows on the outer surface.1.13.2 If a pipe is mish<strong>and</strong>led either accidentally or due to carelessness duringunloading or lowering it should be thoroughly inspected before laying <strong>and</strong>should be rejected if found unsuitable.1.14 MeasurementThe net length of pipes as laid or fixed shall be measured in running meterscorrect to a cm. specials should be excluded <strong>and</strong> enumerated <strong>and</strong> paid forseparately. The portion of the pipe within the collar at the joints shall not beincluded in the length of pipe work.1.15 Rates:The rate shall include the cast of the material <strong>and</strong> labour involved in all theoperation described in the item.Urban Administration & Development Department Page 24

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