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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.2 LAdmitted-Finance | -0.30% | ₹1.2 L | L1 | Admitted-Finance |
| 2 | L2₹1.2 LAdmitted-Finance | -0.20% | ₹1.2 L | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Others-Residence certificate not enclosed |
Tender Value
₹1.2 L
EMD Value
₹2,400
Closing Date
3 Mar 2026, 6:55 pmClosed
Executive Engineer REW Division Poonch
Executive Engineer REW Division Poonch
Please refer to Boq
2026_RDPR_304635_3
e-NIT 265 of REW Poonch 2025-26 Date 26-02-2026
Open Tender
Civil Works
30 days
Poonch
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Executive Engineer REW Division Poonch
₹2,400
5 Mar 2026
26 Feb 2026
4 Mar 2026
26 Feb 2026
3 Mar 2026
26 Feb 2026
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 :
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 : 6graded stone aggregate 20 mm nominal size) with 30% stones
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
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
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
Carriage of Sand/Agg. by 05 KM by MT
Carriage of HP Pipe 900 mm dia by 50 Kmt. MT
Add the Cost of CIB
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