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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.6 LAdmitted-Finance | -22.32% | ₹1.6 L | L1 | Admitted-Finance |
| 2 | L2₹1.7 L+₹10,420.17 (6.71%)Admitted-Finance | -17.11% | ₹1.7 L+₹10,420.17 (6.71%) | L2 | Admitted-Finance |
| 3 | L3₹2.0 L+₹44,640.72 (28.7%)Admitted-Finance | +0.00% | ₹2.0 L+₹44,640.72 (28.7%) | L3 | Admitted-Finance |
| 4 | L4₹2.0 L+₹46,640.75 (30.0%)Admitted-Finance | +1.00% | ₹2.0 L+₹46,640.75 (30.0%) | L4 | Admitted-Finance |
| 5 | L5₹2.1 L+₹54,640.88 (35.2%)Admitted-Finance | +5.00% | ₹2.1 L+₹54,640.88 (35.2%) | L5 | Admitted-Finance |
Tender Value
₹2 L
EMD Value
₹4,000
Closing Date
10 Aug 2026, 6:55 pmClosed
Executive Engineer REW Division Poonch
Executive Engineer REW Division Poonch
Please refer to Boq
2026_RDPR_318766_18
e-NIT No. 30 of REW Poonch 2026-27 Dated 31-07-2026
Open Tender
Civil Works
Percentage
30 days
Poonch
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Executive Engineer REW Division Poonch
₹4,000
10 Sept 2026
31 Jul 2026
11 Aug 2026
31 Jul 2026
10 Aug 2026
31 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 : | - | cum | 91.75 | - |
| 2 | 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 : | 1 | cum | 256.85 | ₹256.59 |
| 3 | Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm | 1 | cum | 1,204.15 | ₹1,202.95 |
| 4 | Supplying and stacking at site Graded crushed stone aggregate of Good Earth | - | cum | 281.3 | - |
| 5 | Laying, spreading and compacting stone aggregate of specified sizes toWBM 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. | 59.4 | sqm | 768.15 | ₹45,628.11 |
| 6 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion
of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 900 mm dia. R.C.C. pipe | 5 | Rmt | 2,902.25 | ₹14,511.25 |
| 7 | Carriage of Stone/Agg. by 18 KM by MT | 59.4 | cum | 477.18 | ₹28,344.49 |
| 8 | Carriage of HP Pipe 900 dia by 100 KM by MT | 5 | Rmt | 706.5 | ₹3,532.5 |
| 9 | Add cost of CIB | 1 | No | 400 | ₹400 |
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