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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Responsive |
| 2 | Rejected-Technical | Rejected-Technical Does not have sufficient experience and bid capacity as per the SBD |
| 3 | Rejected-Technical | Rejected-Technical has already got two number of works under SASCI, as per the special conditions governing SASCI works, the bidder is not eligible for the allotment of any additional work under scheme and hence remained non responsive bidder |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
26 Jun 2026, 4:00 pmClosed
Executive Engineer Flood Control Division Akhnoor
Executive Engineer Flood Control Division Akhnoor
Construction of crate revetment/ earthen embankment with studs for protection of army defence posts/ structure from manwar Tawi near view point (Crate revetment with earthen bund) Length 252m
2026_IFC_312979_1
e-NIT 11 of 2026-27
Open Tender
Civil Works
Percentage
60 days
Khour
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Executive Engineer Flood Control Division, Akhnoor
₹3.6 L
29 Jul 2026
19 Jun 2026
27 Jun 2026
20 Jun 2026
26 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. | 2,419.2 | cum | 187.3 | ₹4,53,116.16 |
| 2 | 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: | 1,548.36 | cum | 467.3 | ₹7,23,548.63 |
| 3 | Filling 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. | 387 | cum | 218.4 | ₹84,520.8 |
| 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:. | 4,968.36 | cum | 741.05 | ₹36,81,803.18 |
| 5 | Tipping stone-filled wire crates in position; including equipment
charges. | 648 | cum | 312.2 | ₹2,02,305.6 |
| 6 | Hand-packing stones in wire-crates; excluding cost of crates and stones | 6,723 | cum | 371.15 | ₹24,95,241.45 |
| 7 | Supply of stones | 5,714.55 | cum | 700 | ₹40,00,185 |
| 8 | Carriage of Stones for average 22 km by MT | 5,714.55 | cum | 508.27 | ₹29,04,534.33 |
| 9 | Earth/ RBM for avg. 1 Km by MT | 1 | MT | 160.93 | ₹160.77 |
| 10 | Carriage of material average 36 Km by MT | - | MT | 1,269.73 | - |
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BOQ_1012974.xls
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dates.pdf
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