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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.0 LAdmitted-Finance | -0.01% | ₹3.0 L | L1 | Admitted-Finance |
| 2 | L2₹3.0 LAdmitted-Finance | +1.00% | ₹3.0 L | L2 | Admitted-Finance |
| 3 | L2₹3.0 LAdmitted-Finance | +1.00% | ₹3.0 L | L2 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Others-OLD CDR and Treasury Voucher |
Tender Value
₹3 L
EMD Value
₹6,000
Closing Date
10 Mar 2026, 6:55 pmClosed
Executive Engineer REW Division Poonch
Executive Engineer REW Division Poonch
Please refer to Boq
2026_RDPR_305346_1
e-NIT 268 of REW Poonch 2025-26 Date 05-03-2026
Open Tender
Civil Works
30 days
Poonch
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Executive Engineer REW Division Poonch
₹6,000
11 Mar 2026
5 Mar 2026
11 Mar 2026
5 Mar 2026
10 Mar 2026
5 Mar 2026
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.
Filling Behind P/Work Stone @60% and earth @40%
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%
Carriage of Sand+Agg. by 07 Kmt. By MT & 50 Mtr. By H/L
Carriage of Stone 250 Mtr. By H/L
Add the Cost of CIB
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