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Tender ID
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.1 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹2.2 L+₹7,640 (3.68%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹2.4 L+₹32,000.01 (15.4%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹2.4 L+₹36,560.02 (17.6%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹2.7 L+₹65,880.03 (31.7%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹4 L
EMD Value
₹8,000
Closing Date
30 Mar 2026, 1:00 pmClosed
Executive Engineer REW Division Poonch
Executive Engineer REW Division Poonch
Please refer to Boq
2026_RDPR_306658_1
e-NIT 277 of REW Poonch 2025-26 Date 24-03-2026
Open Tender
Civil Works
Percentage
30 days
Poonch
Please refer Tender documents.
2 documents required · 2 mandatory
₹300
Executive Engineer REW Division Poonch
₹8,000
30 Mar 2026
24 Mar 2026
30 Mar 2026
24 Mar 2026
30 Mar 2026
24 Mar 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 bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by
Engineer-in-Charge.
All kinds of soil : 50%
Ordinary Rock 30%
Hard Rock 20% | 0.8 | cum | - | - |
| 2Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm | |||||
| 3Laying, 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. | |||||
| 4Supplying and stacking at site Good Earth | |||||
| 5Providing 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 | |||||
| 6Carriage of HP Pipe 600 mm dia by 90 Kmt. By MT | |||||
| 7Carriage of Stone by 10 KM by MT | |||||
| 8Add the Cost of CIB | |||||
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BOQ_995631.xls
BOQ • 0.31 MB
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