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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.4 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹4.0 L+₹66,473.61 (19.8%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹6.1 L+₹2.7 L (81.4%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹6.2 L+₹2.8 L (83.2%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹6.0 L
EMD Value
₹12,080
Closing Date
30 Dec 2025, 6:55 pmClosed
Executive Engineer
Executive Engineer RCC Lower Division Hiranagar
Improvement Restoration of Main Ravi Canal RD 70760 to 70860M
2025_IFC_298713_6
e-NIT No. 03 of 2025-26
Open Tender
Civil Works - Canal
Percentage
25 days
Hiranagar
As per NIT
2 documents required · 2 mandatory
₹600
Executive Engineer RCC Lower Division Hiranagar
₹12,080
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
Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil :
Extra for Two additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil :
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)
Preparing and dressing beds of canals for lining. In ordinary soil
Preparing and dressing side slopes of canals for lining. In ordinary soils
Providing and laying in-situ concrete lining using M-10 nominal mix concrete (max. size of aggregates: 20mm nominal). In beds
Providing and laying in-situ concrete lining using M-10 nominal mix concrete (max. size of aggregates: 20mm nominal). In side slopes, - upto a height of 3.5 m above bed
Curing canal lining for 28 days. In beds
Curing canal lining for 28 days. In side slopes
Extra towards allowance for scaffolding
Carriage of Materials from Source to site of work a) Carriage of Sand and Bajri av. 15 Kms by Mechincal Transport
Carriage of Materials from Source to site of work b) Carriage of cement av. 10 Kms by Mechincal Transport
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