PIPE LINE

Amount

Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications

Earth work evacuation in foundation wherein pick jumper is not involved & not exceeding 2 mtr. Depth & subsequent filling around masonary in 15 cm layers with compaction including disposal of surplus soil.

Cement Conc. 1:4:8 with stone ballast 20mm gauge mixing by mechanical means using concrete mixer volumetric type

shuttering for Concrete faces

Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. R.C.C. Pipe NP -2, 300 mm I/d pipe

First class burnt brick work laid in cement sand mortar 1:6

10 mm thick cement plaster 1:4 cement sand mortar for side walls

Cement Conc. 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type

RUPINDER SINGH CONTRACTOR