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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.1 CrAdmitted-Finance | -45.27% | ₹2.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.6 Cr+₹46.8 L (22.4%)Admitted-Finance | -33.03% | ₹2.6 Cr+₹46.8 L (22.4%) | L2 | Admitted-Finance |
| 3 | L3₹2.8 Cr+₹68.8 L (32.9%)Admitted-Finance | -27.27% | ₹2.8 Cr+₹68.8 L (32.9%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Doesnot have sufficient bid capacity as per the SBD and hence remained non responsive bidder |
Tender Value
₹3.8 Cr
EMD Value
₹7.6 L
Closing Date
27 Jun 2026, 4:00 pmClosed
Executive Engineer, Flood Control Division Akhnoor
Executive Engineer, Flood Control Division Akhnoor
Construction of crate revetment/ earthen embankment for protection of army defence posts/ structure from manawar Tawi near manjeet post 1 (Crate revetment with earthen bund on tipping section) and Construction of crate revetment/ earthen embankment
2026_IFC_312979_2
e-NIT 11 of 2026-27
Open Tender
Civil Works
Percentage
90 days
Khour
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Executive Engineer, Flood Control Division Akhnoor
₹7.6 L
6 Jul 2026
19 Jun 2026
29 Jun 2026
20 Jun 2026
27 Jun 2026
20 Jun 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. | 11,160 | cum | 187.3 | ₹20,90,268 |
| 2 | Tipping stone-filled wire crates in position; including equipment
charges. | 7,235 | cum | 312.2 | ₹22,58,767 |
| 3 | Hand-packing stones in wire-crates; excluding cost of crates and stones | 12,540 | MT | 371.15 | ₹46,54,221 |
| 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:. | 8,999 | cum | 741.05 | ₹66,68,708.95 |
| 5 | Supply of stones | 10,659 | CUM | 700 | ₹74,61,300 |
| 6 | Carriage of Stones for average 22 km by MT | 10,659 | cum | 508.27 | ₹54,17,649.93 |
| 7 | Earth/ RBM for avg. 1 Km by MT | - | MT | 160.93 | - |
| 8 | Carriage of material average 26 Km by MT | - | MT | 1,269.73 | - |
| 9 | Add cost of K. Crates | 393 | nos | 4,941 | ₹19,41,813 |
| 10 | Add cost of G. Boxes | 4,187 | nos | 1,350 | ₹56,52,450 |
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BOQ_1012978.xls
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dates.pdf
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