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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.3 LAdmitted-Finance | -42.65% | ₹1.3 L | L1 | Admitted-Finance |
| 2 | L2₹1.5 LAdmitted-Finance | -34.25% | ₹1.5 L | L2 | Admitted-Finance |
| 3 | L3₹1.5 LAdmitted-Finance | -32.93% | ₹1.5 L | L3 | Admitted-Finance |
| 4 | L4₹1.7 LAdmitted-Finance | -25.85% | ₹1.7 L | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹2.3 L
EMD Value
₹4,560
Closing Date
6 Feb 2026, 4:00 pmClosed
Executive Engineer
PWD RnB Division Bhaderwah
Construction of B/wall on Bhoru to Jalga via Naska link road Km 1st RD (400-500) Near House of Javed Ahmed
2026_PWDJK_301732_2
e-NIT No. 78 of 2025-26 Dt. 29-01-2026
Open Tender
Civil Works
30 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
₹4,560
5 Mar 2026
29 Jan 2026
7 Feb 2026
29 Jan 2026
6 Feb 2026
29 Jan 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
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)
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)
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
Carriage of Materials
Stone for an Avg. distance4 of 15 Kms by MT
Sand and Stone aggregate below 40mm for an Avg. distance of 45 Kms by MT
Stone aggregate above 40mm for an Avg. distance of 45 Kms by MT
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