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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.6 CrAdmitted-Finance | -31.51% | ₹2.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.8 Cr+₹18.7 L (7.08%)Admitted-Finance | -26.66% | ₹2.8 Cr+₹18.7 L (7.08%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical non responsive |
Tender Value
₹3.9 Cr
EMD Value
₹7.7 L
Closing Date
15 May 2026, 4:00 pmClosed
Executive Engineer Flood Control Division Samba
Executive Engineer Flood Control Division Samba
Restoration/Re-construction of flood protection work by way of revetment crates and embankment near Taloor Check Dam in River Basantar and other Local Nallah of Block Sumb and Nud (At spots.)
2026_IFC_309063_8
SHORT TERM e-NIT NO. 01 OF 2026-27
Open Tender
Civil Works
Percentage
90 days
Samba
As per SBD
2 documents required · 2 mandatory
₹5,000
Executive Engineer Flood Control Division Samba
₹7.7 L
15 Jun 2026
30 Apr 2026
16 May 2026
30 Apr 2026
15 May 2026
30 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 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: | 13,242.93 | cum | 741.05 | ₹98,13,673.28 |
| 2 | 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 : | 6,624.39 | cum | 187.3 | ₹12,40,748.25 |
| 3 | Hand-packing stones in wire-crates; excluding cost of crates and stones | 11,731.5 | cum | 371.15 | ₹43,54,146.23 |
| 4 | Dumping stone excluding cost of stones. In Horizontal on level | 86.4 | cum | 237.9 | ₹20,554.56 |
| 5 | Dry stone pitching (any thickness) excluding cost of stones.On Horizontal | 261.75 | cum | 535.55 | ₹1,40,180.21 |
| 6 | Dry stone pitching (any thickness) excluding cost of stones.On Slopes | 494.25 | cum | 693.95 | ₹3,42,984.79 |
| 7 | Supply of Stones | 10,687.82 | cum | 700 | ₹74,81,474 |
| 8 | Filling available excavated earth in trenches, plinth, sites of foundations etc. | 1,034 | cum | 180.55 | ₹1,86,688.7 |
| 9 | Carriage of stones Avg. 40 Km by MT from source to site of work. | 10,687.82 | cum | 741.91 | ₹79,29,400.54 |
| 10 | Carriage of good earth at an Avg. distance 3 Km by MT from source to site including loading and unloading of Material. | 13,242.93 | cum | 207.3 | ₹27,45,259.39 |
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