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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.0 LAdmitted-Finance | -42.30% | ₹4.0 L | L1 | Admitted-Finance |
| 2 | L2₹4.4 L+₹40,171.01 (10.0%)Admitted-Finance | -36.52% | ₹4.4 L+₹40,171.01 (10.0%) | L2 | Admitted-Finance |
| 3 | L3₹4.4 L+₹43,090.02 (10.7%)Admitted-Finance | -36.10% | ₹4.4 L+₹43,090.02 (10.7%) | L3 | Admitted-Finance |
| 4 | L4₹5.0 L+₹1.0 L (25.0%)Admitted-Finance | -27.90% | ₹5.0 L+₹1.0 L (25.0%) | L4 | Admitted-Finance |
| 5 | L5₹5.0 L+₹1.0 L (25.2%)Admitted-Finance | -27.77% | ₹5.0 L+₹1.0 L (25.2%) | L5 | Admitted-Finance |
Tender Value
₹7.0 L
EMD Value
₹13,900
Closing Date
29 Jul 2026, 6:55 pmClosed
Executive Engineer REW Division Poonch
Executive Engineer REW Division Poonch
Please refer to Boq
2026_RDPR_316216_8
e-NIT 13 of REW Poonch 2026-27 Date 15-07-2026
Open Tender
Civil Works
Percentage
40 days
POONCH
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Executive Engineer REW Division Poonch
₹13,900
17 Aug 2026
15 Jul 2026
30 Jul 2026
15 Jul 2026
29 Jul 2026
15 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 |
|---|---|---|---|---|---|
| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth,leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil : | - | sqm | 91.75 | - |
| 2 | 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. | 2,390.5 | sqm | 2.8 | ₹6,693.4 |
| 3 | Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm | - | cum | 1,204.15 | - |
| 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 | 768.15 | - |
| 5 | Supplying and stacking at site Graded crushed stone aggregate Good Earth | 19.52 | cum | 281.3 | ₹5,490.98 |
| 6 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete.Non-pressure NP-3 class (Medium duty) R.C.C. pipes 600 mm dia. R.C.C. pipe | 15 | Mtr. | 2,415.8 | ₹36,237 |
| 7 | Carriage of HP Pipe 600 mm dia by 100 Km. by MT | 15 | Mtr. | 471.99 | ₹7,079.85 |
| 8 | Carriage of Stone/Agg. by 15 Km. by MT | 241.5 | Cum | 374.49 | ₹90,439.34 |
| 9 | Add Cost of CIB | 1 | No | 1,000 | ₹1,000 |
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