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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹79,302.80Admitted-Finance | -21.01% | ₹79,302.80 | L1 | Admitted-Finance |
| 2 | L2₹81,471.35Admitted-Finance | -18.85% | ₹81,471.35 | L2 | Admitted-Finance |
| 3 | L3₹83,158.01Admitted-Finance | -17.17% | ₹83,158.01 | L3 | Admitted-Finance |
| 4 | L4₹83,318.64Admitted-Finance | -17.01% | ₹83,318.64 | L4 | Admitted-Finance |
| 5 | L5₹83,790.50Admitted-Finance | -16.54% | ₹83,790.50 | L5 | Admitted-Finance |
Tender Value
₹1 L
EMD Value
₹2,000
Closing Date
22 May 2026, 4:00 pmClosed
Executive Engineer PWD RnB Division Banihal
Executive Engineer PWD RnB Division Banihal
Refer to BOQ
2026_PWDJK_309712_1
13 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
₹2,000
Executive Engineer PWD RnB Division Banihal
8 Jun 2026
11 May 2026
23 May 2026
11 May 2026
22 May 2026
11 May 2026
15 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.0 | 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: All kinds of Soil | 10.2 | cum | 479.3 | ₹4,888.86 |
| 0.0 | 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) with 30% boulders | 17.51 | cum | 4,084.89 | ₹71,526.42 |
| 0.0 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. | 20.6 | sqm | 286.35 | ₹5,898.81 |
| 0.0 | Carriage of Material by Mechnical Transport and Manual Labour including Loading, including stacking
1. Sand for an avg lead of 50 Km and 200 m by Head load | 5.76 | cum | 1,072.88 | ₹6,179.79 |
| 0.9 | 2. Stone aggregate below 40 mm for an avg lead of 30 Km by MT and 200 m by H/L | 10.5 | cum | 852.08 | ₹8,946.84 |
| 0.0 | 3. Stone for an avg lead of 200 m by H/L | 5.25 | cum | 390.28 | ₹2,048.97 |
| 0.9 | 4. Cement for an avg lead of 01 Km by MT and 200 m by Head Load | 2.7 | Tonne | 335.45 | ₹905.72 |
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