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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.6 CrAdmitted-Finance | -46.41% | ₹2.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.7 Cr+₹15.8 L (6.18%)Admitted-Finance | -43.10% | ₹2.7 Cr+₹15.8 L (6.18%) | L2 | Admitted-Finance |
| 3 | L3₹3.0 Cr+₹48.2 L (18.8%)Admitted-Finance | -36.33% | ₹3.0 Cr+₹48.2 L (18.8%) | L3 | Admitted-Finance |
| 4 | L4₹4.2 Cr+₹1.6 Cr (62.3%)Admitted-Finance | -13.00% | ₹4.2 Cr+₹1.6 Cr (62.3%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Lack of bid capacity |
Tender Value
₹4.8 Cr
EMD Value
₹9.6 L
Closing Date
10 Mar 2026, 4:00 pmClosed
Executive Engineer FCD Akhnoor
Office of the Executive Engineer FCD Akhnoor
Restoration/Construction of damaged flood protection works at Fattu Kotli Garkhal along left bank of River Chenab.
2026_IFC_304535_1
e-NIT 30 of 2025-26
Open Tender
Civil Works
Percentage
210 days
Pargwal
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Convener, purchase committee, Directorate of ISM
₹9.6 L
7 Apr 2026
25 Feb 2026
11 Mar 2026
26 Feb 2026
10 Mar 2026
26 Feb 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 : | 11,556.48 | cum | 187.3 | ₹21,64,528.7 |
| 2 | Dumping stone excluding cost of stones.
in Horizontal on level | 22,842 | cum | 237.9 | ₹54,34,111.8 |
| 3 | Banking excavated earth in layers not exceeding 20cm in depth, breaking clods,
watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and
rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and
dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil: | 4,718.14 | cum | 467.3 | ₹22,04,786.82 |
| 4 | Earth work in rough excavation, banking excavated earth in layers not exceeding
20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or
wooden or steel rammers, and rolling every 3rd and top-most layer with power roller
of minimum 8 tonnes and dressing up in embankments for roads, flood banks,
marginal banks and guide banks or filling up ground depressions, lead upto 50 m and
lift upto 1.5 m in all kinds of soil: | 7,206.95 | cum | 741.05 | ₹53,40,710.3 |
| 5 | Supply of nallah stones. | 19,507.5 | cum | 700 | ₹1,36,55,250 |
| 6 | Carriage of Nallah Stones at an Av. Distance 3km by MT. | 19,507.5 | cum | 195.1 | ₹38,05,913.25 |
| 7 | Carriage of earth/RBM at an Av. Distance 01 km by MT. | 7,206.95 | cum | 160.93 | ₹11,59,814.46 |
| 8 | Carriage of B.A. wire K. Crates/ Boxes from source to site of work avg. distance of 40km by MT. | 121.82 | MT | 1,681.75 | ₹2,04,870.78 |
| 9 | Add cost of crates | 1,692 | nos | 7,840 | ₹1,32,65,280 |
| 10 | Add cost of B.A. Wire | 3,384 | kgs | 112 | ₹3,79,008 |
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