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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.7 LAdmitted-Finance | -57.42% | ₹7.7 L | L1 | Admitted-Finance |
| 2 | L2₹9.0 L+₹1.3 L (16.8%)Admitted-Finance | -50.25% | ₹9.0 L+₹1.3 L (16.8%) | L2 | Admitted-Finance |
| 3 | L3₹9.1 L+₹1.4 L (18.3%)Admitted-Finance | -49.62% | ₹9.1 L+₹1.4 L (18.3%) | L3 | Admitted-Finance |
| 4 | L4₹9.1 L+₹1.4 L (18.6%)Admitted-Finance | -49.50% | ₹9.1 L+₹1.4 L (18.6%) | L4 | Admitted-Finance |
| 5 | L5₹9.4 L+₹1.7 L (22.4%)Admitted-Finance | -47.90% | ₹9.4 L+₹1.7 L (22.4%) | L5 | Admitted-Finance |
Tender Value
₹18 L
EMD Value
₹36,000
Closing Date
3 Aug 2026, 4:00 pmClosed
Executive Engineer
PWD RnB Division Bhaderwah
Road from Thuba Morh to Village Nakshri
2026_PWDJK_317467_1
e-NIT No. 64 of 2026-27 Dt. 23-07-2026
Open Tender
Civil Works
Percentage
45 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
₹36,000
8 Aug 2026
23 Jul 2026
4 Aug 2026
23 Jul 2026
3 Aug 2026
23 Jul 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 |
|---|---|---|---|---|---|
| 1Earth 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 | |||||
| 2 | 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) | - | Cum | 1 | - |
| 3 | 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) | 1 | Cum | 1 | ₹1 |
| 4Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone | |||||
| 5Providing 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) | |||||
| 6Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | |||||
| 7 | Dumping stone including cost of stones in Horizontal on level | - | Cum | 1 | - |
| 8Carriage of Materials | |||||
| 8.01 | Stone for an Avg. distance of 8 Kms by MT | 1 | Cum | 1 | ₹1 |
| 8.02 | Sand for an Avg. distance of 36 Kms by MT | - | Cum | - | - |
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