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| # | Company | Status |
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| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
| 5 | Rejected-Technical | Rejected-Technical uploaded the challan of 02.04.2021 and deposited the money in MH 0702 instead of 0701 |
Tender Value
₹6.6 L
Closing Date
30 Sept 2021, 6:00 pmClosed
Er. Surinder Kumar
Executive Engineer TCC Division Jammu
Strengthening of Main Ravi Canal from RD 78545-86750M
2021_IFC_137194_1
e-NIT No 13 of 2021-22 dated 31.08.2021
Open Tender
Civil Works - Canal
Item Rate
40 days
Strengthening of Main Ravi Canal from RD 78545-867
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
Executive Engineer TCC Division Jammu
Exempted
2 Nov 2021
31 Aug 2021
1 Oct 2021
1 Sept 2021
30 Sept 2021
2 Sept 2021
Amount
Clearing Jungle including uprooting of rank vegetation grass brushwood trees and sapling of girth of upto 30 cm measured at height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
Weed clearance from canal including extraction of roots
Silt Clearance from canals inclusive of initial lead and lift ( 1.50 M and 50 M respectively )
Extra for every additional lift of 1.5M part thereof. All kinds of soil Ist Lift
Dismantling cement concrete grouted stone pitching in aprons , drains, etc including stacking of serviceable material & disposal of unserviceable material, stacking/ disposal lead up to 100M
Earth work in rough excavation banking excavated earth in layers not exceeding 20 Cm in depth, breaking clods, watering, rolling each layer with half tonne roller or wooden or steel rammer and ro lling every third and top most layer with power roller of minimum 8 tonne and dressing up in embankments for roads flood banks marginal banks and guide or filling up gro und depressions lead upto 50 m and lift upto 1.5 m . All kinds of s oil.Deduct for not rolling with power roller of min 8 tonne for banking excavated earth in layer not exceeding 20 Cm in depth. Deduct for not watering the excavated earth for banking
Providing and laying 10mm thick 1 cement 3 fine sand motar slurry on beds and side slopes (prior to laying insitu concrete lining)
Providing and laying insitu concrete lining using M10 nominal mix concrete (max size of agg 20mm nominal). Inside slope at a height over 3.5M but up to 5.5M above
Extra over item No 7 Towards allowances for scoffolding
Extra over item No 7 Towards allowances for Form work
Curing canal lining for 28 days
In side slopes
In Horizontal
Carriage of earth from source to site of work including loading, unloading and stacking by MT average distance 3 Km
Carriage/disposal of mulba silt cleared from canal by mechanical transport from site to dumping point average distance average distance 3 Km
Carriage of sand and stone from source to site of work including loading, unloading and stacking by MT average distance 10 Km
DEEPAK CHOUDHARY
pardeep singh
Shri Bharat Bhushan Gupta
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