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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹69,012.08Admitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹75,924.29+₹6,912.21 (10.0%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹78,175.01+₹9,162.93 (13.3%)Admitted-Finance | L3 | Admitted-Finance |
Tender Value
₹1 L
EMD Value
₹2,000
Closing Date
17 Jun 2026, 4:00 pmClosed
Executive Engineer PWD RnB Division Banihal
Executive Engineer PWD RnB Division Banihal
Refer to BOQ
2026_PWDJK_311011_8
18 of 2026-27
Open Tender
Civil Works
Percentage
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
9 Jul 2026
26 May 2026
18 Jun 2026
26 May 2026
17 Jun 2026
26 May 2026
5 Jun 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: | 11.31 | cum | 479.3 | ₹5,420.88 |
| 0.0 | Providing and laying in position soling hand packing | 11.31 | cum | 700 | ₹7,917 |
| 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) | 11.31 | cum | 5,673.4 | ₹64,166.15 |
| 0.0 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. | 14.84 | sqm | 286.35 | ₹4,249.43 |
| 0.0 | Carriage of Material by Mechnanical Transport including loading, Unloading and Stacking at site:
a. Sand for an avg lead of 90 Km | 5.09 | cum | 1,182.74 | ₹6,020.15 |
| 0.0 | b. Stone Aggregate below 40 mm for an avg lead of 35 Km | 10.18 | cum | 575.54 | ₹5,859 |
| 0.0 | Carriage of Material by Manual Labour including loading, Unloading and stacking at site:
a. Sand for an avg lead of 300 Mtr | 5.09 | cum | 419.12 | ₹2,133.32 |
| 0.0 | b. Stone Aggregate below 40 mm for an avg lead of 300 Mtr | 10.18 | cum | 419.12 | ₹4,266.64 |
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