Estimate for the Lining/Relining of water course of Outlet RD 6900/L of Kaluana Disty.

Earth work excavation in ordinary soil, exclusive of compensation of earth:-Kassi work undressed involving an average horizontal throw up to 2.0 metres and an average vertical lift up to 0.5 metres including breaking of clods.

Earth work excavation in ordinary soil, exclusive of compensation of earth:- Earth work undressed with a combined lead upto 15 metres including breaking of clods

Dressing of earth work New work or remodeling work.

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

Rehandelling of earthwork

Dag belling single kassi stroke minimum 7.5 cm depth

Dressing bed and preparation of sub grade for lining.

Dismentalling Of Brick Work

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 ( Top )

Supply & laying Dry Brick Bats

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

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.

Fixing of RCC Frame in Nakka

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.( Transveres Sleeper

C. Conc. 1:3:6 (M-10) with stone ballast using concrete mixer volume metric type in bed and Sleeper

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 100 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

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

Cement concrete 1:6:12

Providing and laying RCC Pipe of Dia 500 mm

Name of Firm / L&C Society

Name and Address of Contractor / L&C Society

Contact No.

Mobile No.

Name of Bank, Bank Account No. and IFSC Code No.

Name and Address of Banker

Income Tax Clearance certificate for the last three years

Approximate value of work in hand

Bank solvency certificate

Certificate of "……." Class registered with irrigation Deptt.

Description

Project in-charge

Work Manager/Site Engineer

Engineering Graduate

Skilled employees

UnSkilled employees

Location of work

Balraj Singh Contractor

XEN Mansa Division I.B., Jawaharke