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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.3 CrAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | Rejected-Technical SHOP NO 4 BLOCK A MAKKA MASJID COMPLEX NEAR MAKKA MASJID BATHINDI JAMMU | JAMMU | JAMMU | JAMMU AND KASHMIR | - | Rejected-Technical has not uploded ESI registration and also has not required bid capacity as per SBD | ||
| 3 | Rejected-Technical | - | Rejected-Technical has not uploaded abandoned certificate | ||
| 4 | Rejected-Technical | - | Rejected-Technical has not uploaded ESI registration certificate/ Affidavit | ||
| 5 | Rejected-Technical VILLAGE DHANGRI TEHSIL DISTRICT RAJOURI | RAJOURI | RAJOURI | JAMMU AND KASHMIR | - | Rejected-Technical has not required bid capacity as per SBD |
Tender Value
₹4.2 Cr
EMD Value
₹8.5 L
Closing Date
30 May 2026, 4:00 pmClosed
Executive Engineer FCD Akhnoor
Executive Engineer FCD Akhnoor
Construction of crate revetment/ earthen embankment for protection of army defence posts/ structure from manwar Tawi near manjeet post 2(Crate revetment with earthen bund on tipping section)
2026_IFC_310290_3
e-NIT 09 of 2026-27
Open Tender
Civil Works
Percentage
90 days
Khour
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,500
Executive Engineer Flood Control Division Akhnoor
₹8.5 L
18 Jun 2026
19 May 2026
1 Jun 2026
20 May 2026
30 May 2026
20 May 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 wire crates in position; including equipment
charges. | 8,422.13 | cum | 312.2 | ₹26,29,388.99 |
| 2 | Hand-packing stones in wire-crates; excluding cost of crates and stones | 14,618.13 | MT | 371.15 | ₹54,25,518.95 |
| 3 | 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:. | 10,706.04 | cum | 741.05 | ₹79,33,710.94 |
| 4 | Supply of stones | 12,425.42 | CUM | 700 | ₹86,97,794 |
| 5 | Carriage of Stones for average 22 km by MT | 12,425.42 | cum | 508.27 | ₹63,15,468.22 |
| 6 | Earth/ RBM for avg. 1 Km by MT | - | MT | 160.93 | - |
| 7 | Carriage of material average 26 Km by MT | - | MT | 1,269.73 | - |
| 8 | Add cost of K. Crates | 459 | nos | 4,941 | ₹22,67,919 |
| 9 | Add cost of G. Boxes | 4,874 | nos | 1,350 | ₹65,79,900 |
| 10 | Add cost of B.A. Wire | 918 | kgs | 71 | ₹65,178 |
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BOQ_1003954.xls
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