Estimate for Brick Lining of Water Course at Outlet RD 11742/L of Rasulpur 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.

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

Re-handling of earthwork recently executed

Dressing of New Earthwork

Dag belling single kassi stroke minimum 7.5 cm depth.

Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.

Putting 1:3 (Cement: water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes

Filling contraction joints with special impervious hot pour

LDPE film of 100 micron over sleepers for expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge.

Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect.

Cement concrete 1:3:6, mixing by mechanical means using concrete mixer volumetric type

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

10 mm thick Cement Plaster 1:4 on Side Walls

10 mm thick Cement Plaster 1:4 on Floors

Supplying & Laying Dry Brick Bats

Dressing of Bed and Preparation of Sub-grade for Lining

RCC Work hand mixed 1:2:4 including steel reinforcement

Shuttering for faces of Concrete foundations and foundation beam & plinth beam (Vertical or battering)

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) (e) 600mm i/d pipe

Any Other