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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.8 LAdmitted-Finance | -42.10% | ₹5.8 L | L1 | Admitted-Finance |
| 2 | L2₹6.7 LAdmitted-Finance | -33.10% | ₹6.7 L | L2 | Admitted-Finance |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
27 Jan 2026, 6:55 pmClosed
Executive Engineer REW Division Poonch
Executive Engineer REW Division Poonch
Please refer to Boq
2026_RDPR_301110_1
e-NIT 246 of REW Poonch 2025-26 Date 21-01-2026
Open Tender
Civil Works
45 days
Poonch
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer REW Division Poonch
₹20,000
17 Feb 2026
21 Jan 2026
28 Jan 2026
21 Jan 2026
27 Jan 2026
21 Jan 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 : 50% Ordinary Rock 30% Hard Rock 20%
Earth work in excavation by manual means 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: All kinds of soil
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 30% stones
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases of columns etc. for mass concrete.
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
Backfill of R/Wall with 40% Stone and 60% Available earth
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone
Carriage of Stone by 25 km MT and 200 Mtr. By H/L
Carriage of Sand/Bajri by 25 Kmt. By MT & 200 Mtr by H/L
Carriage of HP Pipe 600 MM Dia 88 Kmt. By MT
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