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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.6 LAdmitted-Finance | -31.75% | ₹2.6 L | L1 | Admitted-Finance |
| 2 | L2₹2.7 L+₹2,889.97 (1.10%)Admitted-Finance | -31.00% | ₹2.7 L+₹2,889.97 (1.10%) | L2 | Admitted-Finance |
| 3 | L3₹3.0 L+₹37,569.66 (14.3%)Admitted-Finance | -22.00% | ₹3.0 L+₹37,569.66 (14.3%) | L3 | Admitted-Finance |
| 4 | L4₹3.2 L+₹56,450.82 (21.5%)Admitted-Finance | -17.10% | ₹3.2 L+₹56,450.82 (21.5%) | L4 | Admitted-Finance |
Tender Value
₹3.9 L
EMD Value
₹7,720
Closing Date
29 Jun 2026, 6:00 pmClosed
Executive Engineer
Executive Engineer CCD-I NGHEP GANDERBAL
Strengthening of Burm for approach road at various spots of Main Access Road
2026_SPDC_311879_1
ENITNo02OF2026Dated08062026
Open Tender
Civil Works
Percentage
25 days
Main Access Road Ganderbal
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Chief Pay and Accounts Officer USHP-IInd Kangan
₹7,720
In the Office of Executive Engineer
9 Jul 2026
9 Jun 2026
1 Jul 2026
9 Jun 2026
29 Jun 2026
9 Jun 2026
17 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 |
|---|---|---|---|---|---|
| 1Details | |||||
| 1.01 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. | 900 | Sqm | 153 | ₹1,37,700 |
| 2.01 | Supplying and stacking at site stone aggregate 90-45 mm GI. | 67.5 | Cum | 1,204.15 | ₹81,280.13 |
| 3.01 | Supplying and stacking at site stone screening of size 13.2 mm nominal size(Type A). | 27 | Cum | 1,204.15 | ₹32,512.05 |
| 4.01 | 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. | 94.5 | Cum | 768.15 | ₹72,590.18 |
| 5.01 | slip clearance of side drains In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. | 39.3 | Cum | 331.15 | ₹13,014.19 |
| 6.01 | Carriage by Mechanical Transport including loading ,un-loading and stacking of stone aggregates lead of 20 km. | 67.5 | Cum | 445.64 | ₹30,080.7 |
| 7.01 | Carriage by Mechanical Transport including loading ,un-loading and stacking of stone aggregates (screening) lead of 20 km. | 27 | Cum | 409.94 | ₹11,068.38 |
| 8.01 | Carriage by Mechanical Transport including loading ,un-loading and stacking of slip clearance material av lead 3 km. | 39.3 | Cum | 180.26 | ₹7,084.22 |
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