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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAccepted-AOC MASTAN DHARA BAFLAIZ TEHSIL SURANKOTE DISTRICT POONCH JAMMU AND KASHMIR | SURANKOTE | POONCH | JAMMU AND KASHMIR | ₹2.9 Cr | L1 | Accepted-AOC l1 |
| 2 | L2₹3.1 Cr+₹16.7 L (5.78%)Rejected-AOC | ₹3.1 Cr+₹16.7 L (5.78%) | L2 | Rejected-AOC l2 |
| 3 | L3₹3.3 Cr+₹42.4 L (14.6%)Rejected-AOC NA | ₹3.3 Cr+₹42.4 L (14.6%) | L3 | Rejected-AOC l3 |
| 4 | L4₹3.3 Cr+₹43.3 L (15.0%)Rejected-AOC LANE NO 3 UMERABAD NEAR CITY HOSPITAL BATHINDI JAMMU | JAMMU | JAMMU AND KASHMIR | 180001 | ₹3.3 Cr+₹43.3 L (15.0%) | L4 | Rejected-AOC l4 |
| 5 | L5₹3.8 Cr+₹92.3 L (31.9%)Rejected-AOC | ₹3.8 Cr+₹92.3 L (31.9%) | L5 | Rejected-AOC l5 |
Tender Value
₹4.9 Cr
EMD Value
₹9.8 L
Closing Date
6 Jan 2026, 6:00 pmClosed
Office of the Executive Engineer I and FC poonch
Office of the Executive Engineer I and FC poonch
Construction of Flood Protection Work Head Side Shahi Khul Fazalabad on Suran River
2025_IFC_299126_1
e-NIT No.21 of 2025-26 Dated 24-12-2025
Open Tender
Civil Works
Percentage
Surankote
As per Nit
2 documents required · 2 mandatory
₹1,000
Chief Account Officer IFCD Jammu
₹9.8 L
Superintending Engineer Hydraulic Circle Poonch
7 May 2026
26 Dec 2025
7 Jan 2026
26 Dec 2025
6 Jan 2026
26 Dec 2025
3 Jan 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 | 9,265 | Cum | 187.3 | ₹17,35,334.5 |
| 2 | 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: | 2,228.42 | Cum | 741.05 | ₹16,51,370.64 |
| 3 | Banking excavated earth in layers not exceeding 20cm 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
etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil: | 1,247.4 | Cum | 467.3 | ₹5,82,910.02 |
| 4 | Supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road, below concrete lining of canals etc. having thermo bonding a draining core – HDPE geonet comprises of two sets of parallel over layed ribs integrally connected to have a rhomboidal shape with a polyethylene film and a nonwoven geotextile having mass per unit area 130 gsm and tensile strength of 8.0
kN/m that will be working as separation or protecting layer, geo composite having in plane flow capacity of 0.7 L / (m.s) at hydraulic gradient of 1.0 & 20 kPa pressure and tensile strength of 13.5 kN/m , with mass per unit area of 830 gsm, at easily accessible location
including top and bottom, with all leads and lifts, manpower and machinery, materials, labour etc. complete and as directed by Engineer - In - Charge. | 384 | Sqm | 951.35 | ₹3,65,318.4 |
| 5 | Hand-packing stones in wire-crates; excluding cost of crates and stones | 16,897.25 | CUM | 371.15 | ₹62,71,414.34 |
| 6 | Extra for every additional lift of 1.5 m or part there of beyond 1.5 m height for hand-packing of stones in wire-crates | 2,524.5 | Cum | 81.4 | ₹2,05,494.3 |
| 7 | Dry stone pitching (any thickness) excluding cost of stones. On top and both slopes On Horizontal | 317.25 | cum | 535.55 | ₹1,69,903.24 |
| 8 | Dry stone pitching (any thickness) excluding cost of stones.
On Slopes | 542.16 | cum | 693.95 | ₹3,76,231.93 |
| 9 | supply of stones | 15,712.84 | cum | 700 | ₹1,09,98,990.45 |
| 10 | Carriage of stones and river bed material from 15 km by Mt and 50 M by HL | 15,712.84 | cum | 641.39 | ₹1,00,78,060.69 |
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