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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | -40.50% | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹46.6 L (37.8%)Admitted-Finance | -18.00% | ₹1.7 Cr+₹46.6 L (37.8%) | L2 | Admitted-Finance |
| 3 | L3₹1.7 Cr+₹50.0 L (40.6%)Admitted-Finance | -16.33% | ₹1.7 Cr+₹50.0 L (40.6%) | L3 | Admitted-Finance |
| 4 | L4₹1.7 Cr+₹50.8 L (41.2%)Admitted-Finance | -15.97% | ₹1.7 Cr+₹50.8 L (41.2%) | L4 | Admitted-Finance |
| 5 | L5₹1.9 Cr+₹67.7 L (55.0%)Admitted-Finance NA | -7.78% | ₹1.9 Cr+₹67.7 L (55.0%) | L5 | Admitted-Finance |
Tender Value
₹2.1 Cr
EMD Value
₹4.1 L
Closing Date
24 Jun 2026, 12:00 pmClosed
Exexutive Engineer FCD Samba
Exexutive Engineer FCD Samba
Restoration/Re-construction of flood protection work by way of revetment crates and embankment near B.O.P. Tanvar and U/S and D/S of B.O.P. Maluchak on right bank of River Basantar at village Kamour and Rangoor near International Border (At spots.)
2026_IFC_312576_3
SHORT TERM FRESH e-NIT NO. 06 OF of 2026-27
Open Tender
Civil Works
Percentage
60 days
Samba
as per SBD
2 documents required · 2 mandatory
₹5,000
Exexutive Engineer FCD Samba
₹4.1 L
6 Jul 2026
16 Jun 2026
24 Jun 2026
16 Jun 2026
24 Jun 2026
16 Jun 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 : | 1,115.52 | cum | 187.3 | ₹2,08,936.9 |
| 2 | Filling/packing of stones in Zinc Coated Gabion crates mechnically woven double twisted hexagonal in shape having wire mesh size of 100x120 mm & having mesh wire dia. 2.7 mm, Selvedge Wire dia: 3.4 mm& lacing wire dia. 2.2 mm excluding cost of gabion crates and stones. | 3,024 | cum | 237.9 | ₹7,19,409.6 |
| 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: | 9,198.18 | cum | 741.05 | ₹68,16,311.29 |
| 4 | 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. | 321.8 | cum | 218.4 | ₹70,281.12 |
| 5 | Dry stone pitching (any thickness) excluding cost of stones.On Horizontal | 513.75 | cum | 535.55 | ₹2,75,138.81 |
| 6 | Dry stone pitching (any thickness) excluding cost of stones.On Slopes | 1,013.8 | cum | 693.95 | ₹7,03,526.51 |
| 7 | Supply of Stones | 3,868.82 | cum | 700 | ₹27,08,174 |
| 8 | Carriage of stones at an Avg. distance 45 Km by MT and 100M H/L from source to site including loading and unloading of Material. | 3,868.82 | cum | 1,094.29 | ₹42,33,611.04 |
| 9 | Carriage of earth at an Avg. distance 10 Km by MT from source to site including loading and unloading of Material. | 9,198.18 | cum | 348.82 | ₹32,08,509.15 |
| 10 | Providing and Supply of Zinc Coated Gabions mechanically woven double twisted hexagonal in shape having wire mesh size of 100x120 mm & having mesh wire dia. 2.7 mm, Selvedge Wire dia: 3.4 mm & lacing wire dia. 2.2 mm including loading and unloading of material complete items size of gabbion crates=6.00mx1.50mx1.50m | 224 | Nos | 7,840 | ₹17,56,160 |
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