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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.5 LAdmitted-Finance | -44.33% | ₹2.5 L | L1 | Admitted-Finance |
| 2 | L2₹2.8 LAdmitted-Finance | -37.77% | ₹2.8 L | L2 | Admitted-Finance |
| 3 | L3₹2.9 LAdmitted-Finance | -35.27% | ₹2.9 L | L3 | Admitted-Finance |
| 4 | L4₹3.0 LAdmitted-Finance | -33.69% | ₹3.0 L | L4 | Admitted-Finance |
| 5 | L5₹3.0 LAdmitted-Finance | -32.00% | ₹3.0 L | L5 | Admitted-Finance |
Updated dates
Tender Value
₹4.5 L
EMD Value
₹8,920
Closing Date
30 Dec 2025, 6:55 pmClosed
Executive Engineer
Executive Engineer RCC Lower Division Hiranagar
Improvement Restoration of Manguchack Minor of D 16 of MRC between RD 550 to 750M
2025_IFC_298713_5
e-NIT No. 03 of 2025-26
Open Tender
Civil Works - Canal
20 days
Hiranagar
As per NIT
2 documents required · 2 mandatory
₹600
Executive Engineer RCC Lower Division Hiranagar
₹8,920
Yes
Executive Engineer RCC Lower Division Hiranagar
13 Jan 2026
22 Dec 2025
31 Dec 2025
22 Dec 2025
30 Dec 2025
22 Dec 2025
22 Dec 2025 - 26 Dec 2025
26 Dec 2025
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) Dry
Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) Wet
Dismantling concrete grouted stone pitching in aprons drains etc. including stacking of serviceable material and disposal of unserviceable material, stacking /disposal lead upto 100 meters.
Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix)
Dry stone pitching (any thickness) excluding cost of stones. On Horizontal
Dry stone pitching (any thickness) excluding cost of stones. On Top copings of banks
Dry stone pitching (any thickness) excluding cost of stones. On Slopes
Supply of Stones
Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 6.00 cum per 100 sq m on horizontal/side slopes; complete including curing.
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:
Carriage of Materials from Source to site of work a) Carriage of Sand and Bajri av. 10 Kms by Mechincal Transport and 50M Head Load
Carriage of Materials from Source to site of work b) Carriage of stone av. 10 Kms by Mechincal Transport and 50M Head Load
Carriage of Materials from Source to site of work c) Carriage of earth av. 3 Kms by Mechincal Transport and 50M Head Load
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