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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance N A | FARIDABAD | HARYANA | 121004 | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
| 5 | Admitted-Finance | Admitted-Finance |
Tender Value
₹6.2 L
EMD Value
₹12,440
Closing Date
30 Nov 2023, 6:55 pmClosed
Executive Engineer
Executive Engineer RCC Lower Division Hiranagar
As per NITImprovement Restoration of D-17 of Main Ravi Canal between RD 400 to 1500M at places
2023_IFC_237958_1
e-NIT No. 09 of 2023-24
Open Tender
Civil Works - Canal
Item Rate
30 days
Samba
Improvement Restoration of D 17 of Main Ravi Canal between RD 400 to 1500M at places
2 documents required · 2 mandatory
₹600
Executive Engineer RCC Lower Division Hiranagar
₹12,440
Executive Engineer RCC Lower Division Hiranagar
6 Dec 2023
24 Nov 2023
1 Dec 2023
24 Nov 2023
30 Nov 2023
24 Nov 2023
24 Nov 2023 - 28 Nov 2023
28 Nov 2023
Amount
Clearing Jungle including uprooting rank, vegetation, grass, brush wood, trees and sapling of girth upto to 30cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50m. outside the periphery of the area cleared.
Silt clearance from canals. Inclusive of initial lead and lift (50m & 1.5m respectively) (A) Dry
Silt clearance from canals. Inclusive of initial lead and lift (50m & 1.5m respectively) (B) 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.
Dry stone pitching (any thickness) excluding cost of stones. On Horizontal
Dry stone pitching (any thickness) excluding cost of stones. On Slopes
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:
Supply of Stone
Carriage of Materials from Source to site of work a) Carriage of Sand and Bajri agg. 20 MM av. 16 Kms by Mechincal Transport
Carriage of Materials from Source to site of work b) Carriage of Stone av. 10 Kms by Mechincal Transport
Carriage of Materials from Source to site of work c) Carriage of Earth av. 03 Kms by Mechincal Transport
Carriage of Materials from road side to site of work d) Carriage of Sand and Bajri agg. 20 MM av. 150M lead
Carriage of Materials from road side to site of work e) Carriage of stone av. 200M lead
Carriage of Materials from road side to site of work f) Carriage of earth av. 200M lead
RAHUL SAMOTRA GOVT CONTRACTOR
PAWAN KUMAR
ASHOK SINGH
SOHAN SINGH
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
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