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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.0 LAdmitted-Finance | -53.46% | ₹9.0 L | L1 | Admitted-Finance |
| 2 | L2₹9.7 L+₹71,758.37 (7.97%)Admitted-Finance | -49.75% | ₹9.7 L+₹71,758.37 (7.97%) | L2 | Admitted-Finance |
| 3 | L3₹9.9 L+₹87,966.86 (9.77%)Admitted-Finance | -48.91% | ₹9.9 L+₹87,966.86 (9.77%) | L3 | Admitted-Finance |
| 4 | L4₹10.0 L+₹1.0 L (11.3%)Admitted-Finance | -48.20% | ₹10.0 L+₹1.0 L (11.3%) | L4 | Admitted-Finance |
| 5 | L5₹10.1 L+₹1.1 L (11.9%)Admitted-Finance | -47.90% | ₹10.1 L+₹1.1 L (11.9%) | L5 | Admitted-Finance |
Tender Value
₹19.3 L
EMD Value
₹38,680
Closing Date
30 Jul 2026, 4:00 pmClosed
Executive Engineer
PWD RnB Division Bhaderwah
B/wall of STP Plant at SDH Bhaderwah
2026_PWDJK_316866_4
e-NIT No. 63 of 2026-27 Dt. 20-07-2026
Open Tender
Civil Works
Percentage
60 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
₹38,680
8 Aug 2026
20 Jul 2026
31 Jul 2026
20 Jul 2026
30 Jul 2026
20 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 : | |||||
| 2Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: | |||||
| 3 | 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 | - |
| 4 | 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) Full Rate | 1 | Cum | 1 | ₹1 |
| 5 | 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) Labour Rate | - | Cum | 1 | - |
| 6Providing 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 40 mm nominal size) Using 20% Plum | |||||
| 7Dry random rubble masonry with hard stone in foundation and plinth Without bond stone | |||||
| 8Providing 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 | |||||
| 9 | Dumping stone including cost of stones in Horizontal on level | 1 | Cum | 1 | ₹1 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 1 | Sqm | - | - |
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