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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.4 LAdmitted-Finance | -30.51% | ₹1.4 L | L1 | Admitted-Finance |
| 2 | L2₹1.5 L+₹3,165.83 (2.23%)Admitted-Finance | -28.96% | ₹1.5 L+₹3,165.83 (2.23%) | L2 | Admitted-Finance |
| 3 | L3₹1.6 L+₹13,398.63 (9.44%)Admitted-Finance | -23.95% | ₹1.6 L+₹13,398.63 (9.44%) | L3 | Admitted-Finance |
| 4 | L4₹1.6 L+₹15,341.02 (10.8%)Admitted-Finance | -23.00% | ₹1.6 L+₹15,341.02 (10.8%) | L4 | Admitted-Finance |
| 5 | L5₹1.6 L+₹18,200.48 (12.8%)Admitted-Finance | -21.60% | ₹1.6 L+₹18,200.48 (12.8%) | L5 | Admitted-Finance |
Tender Value
₹2.0 L
EMD Value
₹4,080
Closing Date
15 Jul 2026, 2:00 pmClosed
Executive Engineer TCC Division Jammu
office of the Executive Engineer TCC Division Jammu
Permanent Restoration of damaged tractor crossing/culvert on DOL Rairian of MTC at RD 300m.
2026_IFC_314032_3
e-NIT No. 03 of 2026-27
Open Tender
Civil Works
Percentage
90 days
Jammu
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Executive Engineer TCC Division Jammu
₹4,080
22 Aug 2026
30 Jun 2026
16 Jul 2026
1 Jul 2026
15 Jul 2026
1 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. All kinds of soil : | 1 | cum | - | - |
| 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 | - | - |
| 3Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | |||||
| 4Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, | |||||
| 5Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts | |||||
| 5.1 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | - | sqm | - | - |
| 5.2 | Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platforms. | - | sqm | - | - |
| 5.3 | Edges of slabs and breaks in floors and walls Above 20 cm wide | - | sqm | 1 | - |
| 6Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. | |||||
| 7 | Carriage of material by mechanical means including loading: Sand and aggregate avg 10 KM | 1 | cum | - | - |
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