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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹38.3 LAdmitted-Finance | -30.01% | ₹38.3 L | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | - | Rejected-Technical He has already been allotted two tenders. Hence Rejected as per special condition no. 26 of E-NIT 6 of 2026-27 |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical He has already been allotted two tenders. Hence Rejected as per special condition no. 26 of E-NIT 6 of 2026-27 |
Tender Value
₹54.7 L
EMD Value
₹1.1 L
Closing Date
13 May 2026, 4:00 pmClosed
Executive Engineer FCD Akhnoor
Executive Engineer FCD Akhnoor
Construction of crate revetment for protection of Agricultural land and houses in jourian nallah at places
2026_IFC_309194_6
e-NIT 06 of 2026-27
Open Tender
Civil Works
Percentage
60 days
Khour
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Executive Engineer Flood Control Division Akhnoor
₹1.1 L
1 Jun 2026
2 May 2026
14 May 2026
4 May 2026
13 May 2026
4 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 | 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. | 2,105.28 | cum | 187.3 | ₹3,94,318.94 |
| 2 | 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. | 2,229.12 | cum | 237.9 | ₹5,30,307.65 |
| 3 | Supply of nallah stones. | 1,894.75 | cum | 700 | ₹13,26,325 |
| 4 | Carriage of material.Stone average 18 KM by MT + 50m head load | 1,894.75 | cum | 687.59 | ₹13,02,811.15 |
| 5 | 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. | 421.05 | cum | 218.4 | ₹91,957.32 |
| 6 | Carriage of Gabion Crates/ Boxes from Jammu to site of work and avg. distance of 50 km by MT + 50m head load | - | MT | 2,122.56 | - |
| 7 | Add cost of G. Crates | 258 | nos | 6,720 | ₹17,33,760 |
| 8 | Add cost of PVC Coated Zinc Wire | 516 | kgs | 112 | ₹57,792 |
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details.html
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Tendernotice_1.pdf
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BOQ_1001145.xls
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alltcrrDATES.pdf
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Combinecorrigendum.pdf
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finalcorrigendum.pdf
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