Estimate for Brick lining of watercourse at outlet RD 9800/R of Qadian Disty

Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. Including Breaking of Clods (Cutting)

Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods. (Filling)

Earthwork Filling in 0.152 mtr. layers in foundation, including ramming, watering and consolidation under bed

Dressing of New Earthwork

Dag belling single kassi stroke minimum 7.5 cm depth.

First Class Burnt Brick laid in 1:6 Cement Sand Mortar for Bed & Side walls

10 mm thick Cement Plaster 1:4 on Side Walls

10 mm thick Cement Plaster 1:4 on Floors

Supply and laying of brick bats

Dressing of Bed and Preparation of Subgrade for Lining

Supplying of RCC Shutter with One Extra Frame for Nakka and Branch Offtakes

Fixing of Shutter and Frames for Nakka and Branch Offtakes

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. 450mm i/d pipe

Any other item

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