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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.4 LAdmitted-Finance | -32.22% | ₹3.4 L | L1 | Admitted-Finance |
| 2 | L2₹3.7 LAdmitted-Finance | -26.66% | ₹3.7 L | L2 | Admitted-Finance |
| 3 | L3₹3.7 LAdmitted-Finance | -25.89% | ₹3.7 L | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Others-Name of contractor not written on treasury voucher |
| Rank | Bidder | Quote | Total Amount |
|---|---|---|---|
| L3 | MS Noor Ahmed Zaffar Bid ID 2699121 | 25.89% below | ₹3,69,072.87 |
| L1 | MOHD JHANGIR Bid ID 2699492 | 32.22% below | ₹3,37,549.04 |
| L2 | JAVID IQBAL Bid ID 2698367 | 26.66% below | ₹3,65,238.22 |
Tender Value
₹5.0 L
EMD Value
₹9,960
Closing Date
15 Jan 2026, 6:55 pmClosed
Executive Engineer REW Division Poonch
Executive Engineer REW Division Poonch
Please refer to Boq
2026_RDPR_300392_3
e-NIT 241 of REW Poonch 2025-26 Date 10-01-2026
Open Tender
Civil Works
30 days
Poonch
Please refer Tender documents.
2 documents required · 2 mandatory
₹300
Executive Engineer REW Division Poonch
₹9,960
22 Jan 2026
10 Jan 2026
16 Jan 2026
10 Jan 2026
15 Jan 2026
10 Jan 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 : 6graded stone aggregate 20 mm nominal size) with 30% stones
Filling Behind R Walls Earth 60% and Stones 40%.
Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete.
P/L HPC Pipes of Dia 600 MM Complete Job
Surface dressing
Carriage of sand +Agg. by 15 KM by MT
Carriage of stone 250 M by HL
Carriage Of HPC for 80 KM by MT
Add the Cost of CIB
stage.html
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tech_eval.pdf
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Tendernotice_1.pdf
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BOQ_974434.xls
BOQ • 0.32 MB
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