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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.1 LAdmitted-Finance | L1 | Admitted-Finance |
Tender Value
₹3 L
EMD Value
₹6,000
Closing Date
29 May 2026, 4:00 pmClosed
Executive Engineer
PWD RnB Division Bhaderwah
Permanent Restoration for Thalsra Malothi link road.
2026_PWDJK_310520_3
e-NIT No. 32 of 2026-27 Dt. 21-05-2026
Open Tender
Civil Works
Percentage
30 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
₹6,000
30 May 2026
21 May 2026
30 May 2026
21 May 2026
29 May 2026
21 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 |
|---|---|---|---|---|---|
| 1 | Earth 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 | - | Cum | - | - |
| 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) | 1 | Cum | 1 | ₹1 |
| 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | - | Cum | - | - |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc | - | Sqm | - | - |
| 5 | Providing 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 | - | Sqm | - | - |
| 6 | Carriage of Sand and Bajree for an Avg. distance of 25 Kms by MT | - | Cum | 1 | - |
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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BOQ_1004430.xls
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