PIPELINE WC

Amount

Earth work excavation in foundation wheren 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

Cement Conc. 1:3:6 with stone ballast 20mm gauge mixing by mechanical means using concrete mixer volumetric type

Shuttering for faces of concrete foundations and foundation beams & plinth beams (Vertical or battering).

First class brick on edge paving or flooring laid over and in cement sand mortar 1:6 in ordinary bonded courses or in herring bone or other special courses, to templates, over dressed foundation and to correct longitudinal and cross slopes as shall be required by the Engineer-in-charge. All joints shall be filled with mortar and struck flushed as the work proceeds.

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

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical Specifications

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

RUPINDER SINGH CONTRACTOR