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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.3 LAdmitted-Finance | -43.64% | ₹2.3 L | L1 | Admitted-Finance |
| 2 | L2₹2.8 LAdmitted-Finance | -31.11% | ₹2.8 L | L2 | Admitted-Finance |
| 3 | L3₹3.7 LAdmitted-Finance | -7.13% | ₹3.7 L | L3 | Admitted-Finance |
Tender Value
₹4 L
EMD Value
₹8,000
Closing Date
18 Feb 2026, 6:55 pmClosed
Executive Engineer REW Division Poonch
Executive Engineer REW Division Poonch
Please refer to Boq
2026_RDPR_303137_1
e-NIT 257 of REW Poonch 2025-26 Date 13-02-2026
Open Tender
Civil Works
30 days
Poonch
Please refer Tender documents.
2 documents required · 2 mandatory
₹300
Executive Engineer REW Division Poonch
₹8,000
19 Feb 2026
13 Feb 2026
19 Feb 2026
13 Feb 2026
18 Feb 2026
13 Feb 2026
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 : 75% Ordinary Rock 20% Hard Rock 5%
Providing Laying RBM Including Consolidation complete Job
Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm
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.
Supplying and stacking at site Good Earth
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
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 900 mm dia. R.C.C. pipe
Carriage of HP Pipe 600 mm Dia by 90 Kmt. By MT
Carriage of HP Pipe 900 mm Dia by 90 Kmt. By MT
Carriage of Stone Agg. by 15 Kmt. By MT
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