Estimate for Lining of Watercourses of Outlet RD 30407R of Sehna Disty Village TALEWALL CHANANWAL Distt Barnala

Dismantling Of Brick Work

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

Re-handling of earthwork recently executed

Dressing of Bed and preparation of sub grade forlining.

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

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

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

Centering and shuttering for faces of concrete

RCC 1:2:4 hand mixed

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.

Earth work in excavation in foundations trenches etc. in all kinds of soil where PickJumper 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

LDPE film of 150 micron over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge.

Filling Contraction Joint with special impervious hot pour 12.5mm wide.

Cement concrete 1:3:6 with stone ballast or shingle mixing by mechanical means

Any Other Item