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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.5 CrAdmitted-Finance | -36.30% | ₹3.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.0 CrAdmitted-Finance | -27.11% | ₹4.0 Cr | L2 | Admitted-Finance |
| 3 | L3₹4.4 CrAdmitted-Finance | -20.65% | ₹4.4 Cr | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹5.5 Cr
EMD Value
₹11.0 L
Closing Date
4 May 2026, 4:00 pmClosed
Executive Engineer IFCD Ganderbal
Executive Engineer IFCD Ganderbal
Construction of balance work of drainage network along basecamp at Baltal/Dumail and near Hospital Phase 03
2026_IFC_308175_1
eNIT NO 09 OF 2026-27
Open Tender
Civil Works
730 days
Ganderbal
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
Executive Engineer IFCD Ganderbal
₹11.0 L
O/O the SE Hydarulic Circle Sgr
14 May 2026
20 Apr 2026
5 May 2026
20 Apr 2026
4 May 2026
20 Apr 2026
22 Apr 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 |
|---|---|---|---|---|---|
| 1Earth 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 : | |||||
| 2Providing and Laying of stone soling hand packed in horizontal on level including cost of stones. | |||||
| 3Providing 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | |||||
| 4Providing 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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | |||||
| 5Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. | |||||
| 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 | |||||
| 7Filling 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. | |||||
| 8Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded | |||||
| 9Painting steel work with deluxe multi surface paint of required shade to give an even shade. Two or more coats applied @ 0.90litre/10sqm over an under coat of primer applied @ 0.80litre/10sqm of approved brand and manufacture | |||||
| 10Dry stone pitching, 225mm thick, including cost of stones and preparation of surface. Quarry stone | |||||
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