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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹58.2 LAdmitted-Finance | -47.98% | ₹58.2 L | L1 | Admitted-Finance |
| 2 | L2₹60.3 LAdmitted-Finance | -46.11% | ₹60.3 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical LANE NO 05 HNO 56 SHIV VIHAR TALAB TILLO JAMMU | - | - | - | Rejected-Technical As per condition no 38 of this eNIT |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical As per condition no 38 of this eNIT |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical As per condition no 38 of this eNIT |
Updated dates
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
13 May 2026, 4:00 pmClosed
Executive Engineer FCD Jammu
Executive Engineer FCD Jammu
Construction of damaged Flood Protection Works by way of Crated Revetment and Earthen Embankment on Right Bank of River Tawi/Waddi Tawi from Bikram Chowk Bridge to Ring Road Bridge (At Places).
2026_IFC_308620_17
e-NIT No. 04 of 2026-27
Open Tender
Civil Works
90 days
Jammu
as per nit
2 documents required · 2 mandatory
₹5,000
Executive Engineer FCD Jammu
₹2.2 L
30 May 2026
24 Apr 2026
14 May 2026
24 Apr 2026
13 May 2026
24 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Earth 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 All kinds of soil : | ||||||
| 2Hand packing of stones in wire crates excluding cost of stones and crates | ||||||
| 3Tipping stone-filled wire crates in position; including equipment charges. | ||||||
| 4Filling 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 lead upto 50 m and lift upto 1.5 m. | ||||||
| 5Dry Stone pitching (any thickness) excluding cost of stones. | ||||||
| 5.01 | On horizontal | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 5.02 | On slopes | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 6Earth work in rough excavated, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, rolling each layer with 1/2 tonne roller or wooden or steel rammers and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50m and lift upto 1.5 m, in all kinds of Soil. | ||||||
| 7Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, rolling each layer with 1/2 tonne roller or wooden or steel rammers and dressing up in embankments for roads, flood banks, marginal banks and guide banks lead upto 50m and lift upto 1.5, in all kinds of Soil. | ||||||
| 8Supply of Stones | ||||||
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