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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹23.5 LAdmitted-Finance | -40.10% | ₹23.5 L | L1 | Admitted-Finance |
| 2 | L2₹25.2 LAdmitted-Finance | -35.70% | ₹25.2 L | L2 | Admitted-Finance |
| 3 | L3₹25.9 LAdmitted-Finance | -33.99% | ₹25.9 L | L3 | Admitted-Finance |
| 4 | L4₹26.7 LAdmitted-Finance | -31.97% | ₹26.7 L | L4 | Admitted-Finance |
| 5 | L5₹30.1 LAdmitted-Finance | -23.23% | ₹30.1 L | L5 | Admitted-Finance |
Tender Value
₹39.2 L
EMD Value
₹78,400
Closing Date
2 Mar 2026, 4:00 pmClosed
Executive Engineer
PWD RnB Division Bhaderwah
Construction of approach wall on Khellani Ganpat on NH-244 Khellani Ganpat Road.
2026_PWDJK_304178_2
e-NIT No. 87 of 2025-26 Dt. 21-02-2026
Open Tender
Civil Works
60 days
Bhaderwah
These documents are to be submitted as non-sensitive document from my document area of bidder
3 documents required · 3 mandatory
₹600
Executive Engineer
₹78,400
7 Mar 2026
21 Feb 2026
3 Mar 2026
21 Feb 2026
2 Mar 2026
21 Feb 2026
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: Ordinary Rock
Dry stone pitching (any thickness) including cost of stones. On Horizontal
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer- in - charge. Note: - Cement content considered in this item is @ 330 kg/ cum. Excess/ less cement used as per design mix is payable/ recoverable separately. All works upto plinth level
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Dumping stone including cost of stones. in Horizontal on level
Providing and fixing PVC Pipe 75mm dia
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: 1 meter from cutting edge All kinds of soil
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) FULL RATE
Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) LABOUR RATE
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone FULL RATE
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone LABOUR RATE
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Hand-packing stones in wire-crates; excluding cost of crates and including cost of stones
Supply of B.A. wire crates size 20' x 4' x 4' mesh size 4" x 4" dia of mesh 4mm
Carriage of Materials
Stone aggregate for an Avg. distance of 6 Kms by MT
Sand for an Avg. distance of 6 Kms by MT
Stone for an Avg. distance of 1 Kms by MT
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