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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.0 LAdmitted-Fee/PreQual/Technical/Finance | -11.12% | ₹8.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹9.0 L+₹97,818.02 (12.2%)Admitted-Fee/PreQual/Technical/Finance | -0.30% | ₹9.0 L+₹97,818.02 (12.2%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹9.0 L+₹98,450.74 (12.3%)Admitted-Fee/PreQual/Technical/Finance | -0.23% | ₹9.0 L+₹98,450.74 (12.3%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹9 L
EMD Value
₹18,000
Closing Date
17 Aug 2026, 4:00 pmClosed
Executive Engineer
FBI Division Tangmarg
Nehalpora Khul Darveshbagh minor Construction of Retaining wall, concrete channel and bed treatment at RD 500-RD 536m
2026_IFC_319369_6
Enit no 09 of 2026-27 of FBI Division Tangmarg
Open Tender
Civil Works
Percentage
25 days
Tangmarg
As per nit
3 documents required · 3 mandatory
₹500
Yes
Executive Engineer FBI Division Tangmarg
₹18,000
Yes
27 Aug 2026
4 Aug 2026
18 Aug 2026
4 Aug 2026
17 Aug 2026
5 Aug 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 bulk excavation by manual means 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, disposed earth to be levelled and neatly dressed.
All kinds of soil : | 104.4 | Cum | 592.9 | ₹61,898.76 |
| 2 | 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. | 15.48 | Cum | 218.4 | ₹3,380.83 |
| 3 | Dumping stone including cost of stones.
in Horizontal on level | 16.89 | Cum | 937.9 | ₹15,841.13 |
| 4 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) . | 13.25 | Cum | 5,202.9 | ₹68,938.42 |
| 5 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) with provision of weepholes in masonry (quarry) | 53.87 | Cum | 7,677.35 | ₹4,13,578.84 |
| 6 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete | 10.8 | SQM | 416.5 | ₹4,498.2 |
| 7 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 39 | Cum | 5,733.6 | ₹2,23,610.4 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. | 129.6 | sqm | 286.35 | ₹37,110.96 |
| 9 | Carriage of Materials by Mechanical Transport
40 mm Aggregate (average lead 15 km) | 11.92 | Cum | 374.49 | ₹4,463.92 |
| 9.01 | 20 mm Aggregate (average lead 15 km) | 35.59 | Cum | 344.49 | ₹12,260.4 |
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