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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹43.6 LAdmitted-Finance | -53.33% | ₹43.6 L | L1 | Admitted-Finance |
| 2 | L2₹55.7 L+₹12.1 L (27.7%)Admitted-Finance | -40.40% | ₹55.7 L+₹12.1 L (27.7%) | L2 | Admitted-Finance |
| 3 | L3₹80.0 L+₹36.4 L (83.4%)Admitted-Finance | -14.40% | ₹80.0 L+₹36.4 L (83.4%) | L3 | Admitted-Finance |
| 4 | L4₹88.3 L+₹44.7 L (102.4%)Admitted-Finance | -5.55% | ₹88.3 L+₹44.7 L (102.4%) | L4 | Admitted-Finance |
| 5 | L5₹91.2 L+₹47.5 L (108.9%)Admitted-Finance | -2.50% | ₹91.2 L+₹47.5 L (108.9%) | L5 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹1.9 L
Closing Date
13 May 2026, 4:00 pmClosed
Executive Engineer FCD Akhnoor
Executive Engineer FCD Akhnoor
Construction of crate revetment/ embankment/ stud near Mala Bela Gulabo Channi, N.S Pura RD 13300-14200m at spots on left bank of River Chenab.
2026_IFC_308760_3
e-NIT 03 of 2026-27
Open Tender
Civil Works
Percentage
Akhnoor
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Executive Engineer Flood Control Division Akhnoor
₹1.9 L
22 May 2026
27 Apr 2026
14 May 2026
28 Apr 2026
13 May 2026
28 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 |
|---|---|---|---|---|---|
| 1 | Tipping stone-filled zinc coated Gabion boxes in position; including equipment
charges. | 1,693.44 | cum | 312.2 | ₹5,28,691.97 |
| 2 | 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. | 126 | cum | 187.3 | ₹23,599.8 |
| 3 | Filling of stone in zinc coated Gabion crate mechanically woven double twisted hexagonal in shape having wire mesh of size 100x120mm and having mesh wire dia 2.7mm, selvedge wire dia 3.4mm and lacing wire dia 2.2mm and PVC coating thickness excluding cost of stones and gabion crates. | 3,961.44 | cum | 237.9 | ₹9,42,426.58 |
| 4 | Supply of nallah stones. | 3,367.22 | cum | 700 | ₹23,57,054 |
| 5 | Carriage of Nallah Stones at an Av. Distance 07km by MT. | 3,367.22 | cum | 273.02 | ₹9,19,318.4 |
| 6 | 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: | 60.48 | cum | 467.3 | ₹28,262.3 |
| 7 | 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 | 1,815.91 | cum | 741.05 | ₹13,45,680.11 |
| 8 | Carriage of earth/ RBM at an Av. Distance 3km by MT. | 1,815.91 | cum | 207.3 | ₹3,76,438.14 |
| 9 | Carriage of Gabion Crates/ Boxes from Jammu to site of work and avg. distance of 40km by MT. | 1 | MT | 1,681.75 | ₹1,680.07 |
| 10 | Add cost of G. Crates | 168 | nos | 7,840 | ₹13,17,120 |
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