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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹70,880.51Admitted-Finance | -31.20% | ₹70,880.51 | L1 | Admitted-Finance |
| 2 | L2₹74,846.94Admitted-Finance | -27.35% | ₹74,846.94 | L2 | Admitted-Finance |
| 3 | L3₹78,823.66Admitted-Finance | -23.49% | ₹78,823.66 | L3 | Admitted-Finance |
| 4 | L4₹85,509.92Admitted-Finance | -17.00% | ₹85,509.92 | L4 | Admitted-Finance |
Tender Value
₹1.0 L
EMD Value
₹2,060
Closing Date
16 Feb 2026, 4:00 pmClosed
Executive Engineer PWD RnB Division Banihal
Executive Engineer PWD RnB Division Banihal
Refer to BOQ
2026_PWDJK_302700_1
90 of 2025-26
Open Tender
Civil Works
Executive Engineer PWD RnB Division Banihal
Refer to NIT
3 documents required · 3 mandatory
₹200
Executive Engineer PWD RnB Division Banihal
₹2,060
24 Feb 2026
9 Feb 2026
17 Feb 2026
9 Feb 2026
16 Feb 2026
9 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: Ordinary Rock
Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 meters (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :-Payment to be made per meter cost of total length of barbed wire used. With G.I. barbed wire
Supplying at site R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in-charge (cost of earth works in excavation, concrete works in foundation to be paid separately).
Carriage of Material by Mechnical Transport including Loading, including stacking 1. Sand for an avg lead of 60 Km
2. Aggregate < 40 mm for an avg lead of 15 Km
3. Cement for an avg lead of 05 Km by MT
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