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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.4 LAdmitted-Finance | -31.67% | ₹1.4 L | L1 | Admitted-Finance |
| 2 | L2₹1.9 L+₹57,108.22 (42.0%)Admitted-Finance | -3.00% | ₹1.9 L+₹57,108.22 (42.0%) | L2 | Admitted-Finance |
| 3 | L3₹2.0 L+₹61,072.14 (44.9%)Admitted-Finance | -1.01% | ₹2.0 L+₹61,072.14 (44.9%) | L3 | Admitted-Finance |
| 4 | L4₹2.0 L+₹61,092.05 (44.9%)Admitted-Finance | -1.00% | ₹2.0 L+₹61,092.05 (44.9%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹2 L
EMD Value
₹4,000
Closing Date
23 Jul 2026, 6:00 pmClosed
Executive Engineer
Irrigation Division Kathua
Construction of pacca section at RD 3370m and 4990m of Main Naj Canal and at Rd 1410 m of D1 of Naj Canal
2026_IFC_315882_10
eNIT No. 05 of 07/2026-27
Open Tender
Civil Works - Canal
Percentage
20 days
Kathua
eNIT No. 05 of 07/2026-27
2 documents required · 2 mandatory
₹200
Executive Engineer
₹4,000
31 Jul 2026
14 Jul 2026
24 Jul 2026
14 Jul 2026
23 Jul 2026
14 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 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. In all kinds of soil | 41.07 | cum | 187.3 | ₹7,692.41 |
| 2 | 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) | 1 | cum | 5,733.6 | ₹5,727.87 |
| 3 | 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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 0.65 | cum | 7,104.35 | ₹4,603.62 |
| 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level | 55.08 | Kg | 123.2 | ₹6,785.86 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns etc. Toe wall | 90.6 | Sqm | 286.35 | ₹25,943.31 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. | 1.8 | Sqm | 718.2 | ₹1,292.76 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and walls | 14.4 | M | 262.2 | ₹3,775.68 |
| 8 | Dumping stone excluding cost of stones in Horizontal on level | 8.7 | cum | 237.9 | ₹2,069.73 |
| 9 | Supply of Stone boulder (nallah) nominal size 225 mm (Stack measurements reduced by 15%) | 7.39 | cum | 700 | ₹5,173 |
| 10 | CEMENT PLASTER (IN COARSE SAND) 1 : 4 ( 1 cement : 4 coarse sand) Toe wall | 60.4 | Sqm | 283.8 | ₹17,141.52 |
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