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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | -46.25% | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹46.6 L (37.7%)Admitted-Finance | -25.97% | ₹1.7 Cr+₹46.6 L (37.7%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Bid Capacity not as per SBD |
Tender Value
₹2.3 Cr
EMD Value
₹4.6 L
Closing Date
13 May 2026, 4:00 pmClosed
Executive Engineer FCD Jammu
Executive Engineer FCD Jammu
Construction of flood Protection Work on Left bank of River Nikki Tawi D/S 4th Tawi Bridge at Belicharana (At Places)
2026_IFC_308721_1
e-NIT No. 05 of 2026-27
Open Tender
Civil Works
Percentage
120 days
Jammu
as per nit
2 documents required · 2 mandatory
₹5,000
Executive Engineer FCD Jammu
₹4.6 L
23 Jun 2026
25 Apr 2026
14 May 2026
25 Apr 2026
13 May 2026
25 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 |
|---|---|---|---|---|---|
| 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 All kinds of soil : | 4,507 | cum | 187.3 | ₹8,44,161.1 |
| 2 | Hand packing of stones in wire crates excluding cost of stones and crates | 13,230 | cum | 371.15 | ₹49,10,314.5 |
| 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 lead upto 50 m and lift upto 1.5 m. | 1,082 | cum | 180.55 | ₹1,95,355.1 |
| 4 | Earth 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. | 1,108 | cum | 703.2 | ₹7,79,145.6 |
| 5 | 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 lead upto 50m and lift upto 1.5, in all kinds of Soil. | 1,076 | cum | 429.45 | ₹4,62,088.2 |
| 6 | Supply of Stones | 11,245 | cum | 700 | ₹78,71,500 |
| 7 | Carriage of stones from neareast source to site of work 5 km by MT including loading, unloading, stacking complete | 11,245 | cum | 236.16 | ₹26,55,619.2 |
| 8 | Carriage of earth from neareast source to site of work 5 km by MT including loading, unloading, stacking complete | 1,108 | cum | 250.92 | ₹2,78,019.36 |
| 9Providing of 4mm B.A wire Knitted wire crates of Size ( of mesh size 0.15 mtr x 0.15 mtr with end lids incluidng 4mm B.A wire complete item specification as per IS Standard / code | |||||
| 9.01 | Knitted crate size (6.00x 1.50x 1.50 mtr) | 980 | Nos | 5,100 | ₹49,98,000 |
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