Estimate for Lining/Relining of Watercourses of Outlet RD 156650-L, RD 160930-R, 181610-L of Malookpur Disty, Outlet RD 6500-TL of Dhingawali Minor and 6600-TR of Bhangerkhera Minor

Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods

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

Dressing of New Earthwork

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

Re-handling of earthwork recently executed

Dag belling single kassi stroke minimum 7.5 cm depth.

Dismantling Brick Work in Cement

Dressing of Bed and Preparation of Sub-grade for Lining

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

Providing & Laying Dry Brick Bats

Providing & Laying Brick Ballast

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

Fixing of Shutter and Frames for Nakka and Branch Offtakes

Providing & laying Cement Concrete 1:6:12

CHAPTER NO. 29 SEWERAGE AND DRAINAGE (46) 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.(B) R.C.C. Pipe NP -2 (h) 500mm i/d pipe

CHAPTER NO. 29 SEWERAGE AND DRAINAGE (46) 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.(B) R.C.C. Pipe NP -2 (i) 600mm i/d pipe

CHAPTER NO. 29 SEWERAGE AND DRAINAGE (46) 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.(B) R.C.C. Pipe NP -2 (j) 700mm i/d pipe

Any other item

VARINDER KUMAR CONTRACTOR (BID ID -608394)