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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.5 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹10.0 L+₹1.5 L (17.8%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹10.9 L+₹2.4 L (27.7%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹11.0 L+₹2.4 L (28.8%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹15 L
EMD Value
₹30,000
Closing Date
15 Jun 2026, 4:00 pmClosed
Executive Engineer
PWD RnB Division Bhaderwah
Permanent Restoration of damaged R/wall and laying of SH/MT in Chinar Mohalla to Qilla Mohalla Road and Chinar Mohalla to Puneja Link road in stretches
2026_PWDJK_311837_1
e-NIT No. 39 of 2026-27 Dt. 08-06-2026
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
₹30,000
28 Jul 2026
8 Jun 2026
16 Jun 2026
8 Jun 2026
15 Jun 2026
8 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 |
|---|---|---|---|---|---|
| 1Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. (65%) | |||||
| 2 | Dumping stone including cost of stones in Horizontal on level (35%) | - | Cum | 1 | - |
| 3 | Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade. | - | Sqm | 1 | - |
| 4 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density | - | Cum | 1 | - |
| 5Supplying and stacking at site Graded crushed stone aggregate of size 90 mm to 45 mm | |||||
| 6 | Supplying and stacking at site Stone screening of size 13.2 mm nominal size (Type A) | 1 | Cum | - | - |
| 7Supplying and stacking at site Good Earth | |||||
| 8Carriage of Materials | |||||
| 8.01 | Earth for an Avg. distance of 4 Kms by MT | 1 | Cum | 1 | ₹1 |
| 8.02 | Stone for anb Avg. distance of 10 Kms by MT | - | Cum | - | - |
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