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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.2 LAdmitted-Finance | -40.00% | ₹7.2 L | L1 | Admitted-Finance |
| 2 | L2₹8.2 L+₹1.1 L (15.0%)Admitted-Finance GOHLAD MENDHAR | MENDHAR | POONCH | JAMMU KASHMIR | -31.00% | ₹8.2 L+₹1.1 L (15.0%) | L2 | Admitted-Finance |
| 3 | L3₹8.6 L+₹1.4 L (19.9%)Admitted-Finance | -28.06% | ₹8.6 L+₹1.4 L (19.9%) | L3 | Admitted-Finance |
| 4 | L4₹8.9 L+₹1.7 L (24.0%)Admitted-Finance | -25.60% | ₹8.9 L+₹1.7 L (24.0%) | L4 | Admitted-Finance |
| 5 | L5₹8.9 L+₹1.8 L (24.7%)Admitted-Finance | -25.20% | ₹8.9 L+₹1.8 L (24.7%) | L5 | Admitted-Finance |
Tender Value
₹11.9 L
EMD Value
₹23,860
Closing Date
30 Jul 2026, 6:55 pmClosed
Executive Engineer REW Division Poonch
Executive Engineer REW Division Poonch
Please refer to Boq
2026_RDPR_316618_25
e-NIT 16 of REW Poonch 2026-27 Date 17-07-2026
Open Tender
Civil Works
Percentage
40 days
POONCH
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer REW Division Poonch
₹23,860
18 Aug 2026
17 Jul 2026
31 Jul 2026
17 Jul 2026
30 Jul 2026
17 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil : | 1,200 | SQM | 91.75 | ₹1,10,100 |
| 2 | 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 : | 421.54 | cum | 256.85 | ₹1,08,272.55 |
| 3 | 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) | 7.86 | cum | 4,826.5 | ₹37,936.29 |
| 4 | 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 | 1 | cum | 4,294.37 | ₹4,290.08 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 132.35 | sqm | 286.35 | ₹37,898.42 |
| 6 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone | 74.48 | cum | 2,793.8 | ₹2,08,082.22 |
| 7 | 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 | 30 | Rmt | 3,951.65 | ₹1,18,549.5 |
| 8 | Carriage of sand/Agg. by 20 KM by MT | 112 | cum | 409.94 | ₹45,913.28 |
| 9 | Carriage of Stone by 300 Mtr. By H/L | 95.24 | Cum | 493.08 | ₹46,960.94 |
| 10 | Carriage of HP Pipe 900 mm dia 100 Km by MT | 30 | Rmt | 706.5 | ₹21,195 |
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