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Tender Value
₹80 L
EMD Value
₹1.6 L
Closing Date
10 Sept 2026, 3:00 pmClosed
XEN MANSA CANAL AND GROUND WATER DIV
XEN MANSA CANAL AND GROUND WATER DIV
Estimate for Reconstruction of water course at Outlet RD 28237 R of Bhikhi disty
2026_WR_172733_35
18/2026-27 Dated 29-07-2026
Open Tender
Civil Works - Canal
Item Rate
Bhikhi disty
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
₹1.6 L
Yes
10 Sept 2026
24 Aug 2026
11 Sept 2026
24 Aug 2026
10 Sept 2026
24 Aug 2026
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
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