Estimate for construction of watercourse in brick masonary at outlet RD 19369-R of Shah Nehar Major Disty. Upper

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

Re-handling of earthwork recently executed

Dag belling single kassi stroke minimum 7.5 cm depth.

Dressing of Bed and preparation of sub grade for lining. CSR item no 19.1

Dismentalling Of Brick Work ( As per CSR item NO. 8.5 (b))

Laying Ist class burnt brick Masonry laid in 1:6 with CSM for Bed & Side Walls

10mm thick Cement Plaster 1:4 ( for side walls )

10mm thick Cement Plaster 1:4 ( for Floors& Top )

Supply & laying Dry Brick Bats

Centering and shuttering for faces of concrete

RCC 1:2:4 mixing by manual means

Cold twisted deformed (ribbed/ tor steel) Bars Fe 500 grade as per IS 1786-1985 for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete.

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)

Fixing of RCC Frame in Nakka

Any other Items

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