12.07.2015 Views

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

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

15.17.15.3.2 Pipes <strong>and</strong> fittings / special damaged during or aligning shall be rejected byEngineer.15.17.15.4 All the pipes are to be laid perfectly true both in alignment <strong>and</strong> to gradientspecified. Pipes in a trench shall be laid <strong>and</strong> fitted previous to the jointing beingcommenced.15.17.15.4.1 In case of spigot <strong>and</strong> socket pipe the socket end of the pipe shall faceupstream, except when the pipe line runs uphill in which case the socket endsshould face the upgrade of a slope. After placing a pipe in the trench, the spigotend shall be centered in the socket <strong>and</strong> the pipe forced home <strong>and</strong> aligned torequired gradient.15.17.15.4.2 The pipes shall be secured in place with approved backfill material tampedunder it except at the socket. Pipes <strong>and</strong> fittings / special which do not allow asufficient <strong>and</strong> uniform space for joints shall be removed <strong>and</strong> replaced withpipes <strong>and</strong> fittings / special of proper dimensions to ensure such uniform space.Precaution shall be taken to prevent dirt from entering the jointing space.15.17.15.4.3 At times when pipe laying is not in progress, the open ends of pipe shall beclosed by a watertight plug or other means approved by engineer. During theperiod that plug is on, the contractor shall take proper precautions againstfloatation of the pipe owing to entry of water into the trench.15.17.15.4.4 Wherever it is necessary to deflect pipe from a straight line, either in thevertical or horizontal plane, to avoid obstructions or where long radius curvesare permitted, the deflection allowed at joints shall not exceed 2½ 0 in the caseof pipes, with joint to be made with loose collars, the collars shall be slipped onbefore the next pipe is laid. The pipe shall be laid such that the marking onpipes appears at the top of the pipes.15.17.15.5 Properly fitted temporary wooden stoppers shall be provided to close the endsof all incomplete pipe lines. The stoppers are only to be removed when pipesare being laid <strong>and</strong> jointed. Pipe laying <strong>and</strong> jointing shall be started <strong>and</strong>completed only section wise as per the instruction of the engineer.15.17.15.5.1 During the progress of pipe laying the open ends of pipe shall be closed <strong>and</strong>water tight. Sight rails shall be provided at all change of direction or gradientsat distance of @ 30 m along straight lengths.15.17.15.5.2 All the invert levels shall be confirmed from the sight rails with the help ofproper boning rods as per the st<strong>and</strong>ard practice. The pipe shall be jointed withcement mortar 1:1 <strong>and</strong> proper caulking shall be done. After a particular sectionof the pipe is laid <strong>and</strong> jointed hydraulic testing shall be done section wise.15.17.15.6 Just prior to placing each pipe section in the line, damaged coating shall berepaired <strong>and</strong> the interior shall be cleaned off all foreign materials. Cleaningshall be accomplished by brushing, blowing with compressed air <strong>and</strong> washingwith water or as specified by the Engineer.15.17.15.7 The item for laying of pipe line also includes labour work for lowering, laying<strong>and</strong> jointing various pipes including jointing with specials, leveling, etc. Thecontractors shall transport pipes <strong>and</strong> specials from stores, for their varioussections in such quantities as may be required for laying.Urban Administration & Development Department Page 193

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!