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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance | -64.33% | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 CrAdmitted-Finance | -60.00% | ₹1.1 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.1 CrAdmitted-Finance | -59.11% | ₹1.1 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.2 CrAdmitted-Finance | -58.44% | ₹1.2 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.2 CrAdmitted-Finance | -56.79% | ₹1.2 Cr | L5 | Admitted-Finance |
Tender Value
₹2.8 Cr
EMD Value
₹5.6 L
Closing Date
2 May 2026, 4:00 pmClosed
Executive Engineer
PWD RnB Division Bhaderwah
Construction of link road with take off point on Drudhu Khaloo road from Thingna Morh upto Thingna Panchayat Diggi
2026_PWDJK_307731_1
e-NIT No. 06 of 2026-27 Dt. 11-04-2026
Open Tender
Civil Works
730 days
Bhaderwah
These documents are to be submitted as non-sensitive document from my document area of bidder
3 documents required · 3 mandatory
₹6,000
Superintending Engineer
₹5.6 L
Superintending Engineer
20 Jun 2026
11 Apr 2026
4 May 2026
11 Apr 2026
2 May 2026
11 Apr 2026
20 Apr 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 bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge | |||||
| 1.01 | All kinds of soil 80% | - | Cum | - | - |
| 1.02 | Ordinary Rock 10% | - | Cum | - | - |
| 1.03 | Hard Rock (Requiring Blasting ) 10% | - | Cum | - | - |
| 2Earth 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: All kinds of soil | |||||
| 3Providing 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) | |||||
| 4Providing 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) | |||||
| 5Random 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) | |||||
| 6Dry random rubble masonry with hard stone in foundation and plinth Without bond stone | |||||
| 7Providing 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 | |||||
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