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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹17.1 LAccepted-Finance NA | ₹17.1 L | 1 | Accepted-Finance L1 |
| 2 | 2₹17.2 LAccepted-Finance HAMIRPUR TEHSIL MARHEEN DISTRICT KATHUA | HAMIRPUR | UTTAR PRADESH | 210301 | ₹17.2 L | 2 | Accepted-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Bidding documents are not as per NIT requiremts |
Updated dates
Tender Value
Refer Docs
EMD Value
₹34,548
Closing Date
7 Feb 2026, 6:00 pmClosed
Executive Engineer, RCC Upper Division Kathua
Executive Engineer, RCC Upper Division Kathua
Restoration of Cement Concrete Lining of Main Ravi Canal from RD 33400-34100 M including Clearance of Silt and Mulba from MRC Syphon at RD 33700 M
2026_IFC_301366_5
e-NIT No 11 of 2025-26 RCC UPPER DIVISION KATHUA DATE 24-01-2026
Open Tender
Civil Works - Canal
25 days
Kathua
As per NIT
2 documents required · 2 mandatory
₹1,000
Executive Engineer, RCC Upper Division Kathua
₹34,548
12 Feb 2026
24 Jan 2026
9 Feb 2026
24 Jan 2026
7 Feb 2026
27 Jan 2026
Clearing jungle including uprooting of rank vegetation, grass, brushwood, 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 canal inclusive of initial lead and lift 50 m and 1.5 m resp.
Dry Silt
Wet Silt
Demolishing cement concrete manually/by mechanical means including disposal of material within 50 m lead (1:3:6) or richer mix.
Extra for every additional lift (2 no.) of 1.50 m or part thereof in:
Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil: Deduct for not rolling and watering.
Preparing and dressing bed of canals for lining in ordinary soil (Clay).
Preparing and dressing side slopes of canals for lining in ordinary soil (Clay)
Providing and laying 10 mm thick, 1 cement:3 fine sand mortar slurry on beds and side slopes (prior to laying in-situ concrete lining)
Providing and laying in situ concrete lining using M-10 nominal mix concrete 1:3:6 (1 cement : 3coarse sand : 6 graded stone aggregates 20 mm nominal size):
On side slopes
On bed
Curing canal lining for 28 days.
On Bed
On Slopes
Extra allowance for Scaffolding for canal lining
Hire charges of pump set of capacity 4000 ltr/hour for dewatering.
Carriage of Sand and Aggregate avg. 20 km by Mechanical Transport.
Carriage of earth from source to site of work average lead 5 km by Mechanical Transport.
Carriage/Disposal of Mulba by manual labour including loading, unloading and stacking of mulba within the average lead of 150 meters
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