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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance 11 ANUPAM VIHAR ENGINEERS ENCLAVE GMS ROAD DEHRADUN UTTARAKHAND 248001 | DEHRADUN | UTTARAKHAND | 248001 | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
Tender Value
₹13.7 L
EMD Value
₹27,300
Closing Date
15 Dec 2022, 6:00 pmClosed
Er. Surinder Kumar
Tawi Canal const Division Jammu
Improvement/ strengthening of D18 of Main Ravi Canal between RD 150-2300M at spots
2022_IFC_199157_5
e-NIT No 23 of 2022-23 dated 10.12.2022 3309-22
Open Tender
Civil Works - Canal
Item Wise
45 days
Improvement/ strengthening of D18 of Main Ravi Can
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
Executive Engineer TCC Division Jammu
₹27,300
Yes
27 Dec 2022
10 Dec 2022
16 Dec 2022
10 Dec 2022
15 Dec 2022
10 Dec 2022
Amount
Clearing Jungle including uprooting of rank vegetation grass brushwood trees and sapling of girth of up to 30 cm measured at height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
Weed Clerance from canals (including extraction of roots)
Pumping out water caused by springs, tidals or river seepage broken water mains or drains and the like
Silt Clearance from canals inclusive of initial lead and lift ( 50 M and 1.5 M respectively )
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 .
Dry stone pitching ( any thickness ) excluding cost of stones.
On Horizontal
Slopes
Grouting of stone pitching using M-10 nominal mix concrete ( Max size of aggregates 20 mm nominal @ 6.00 cum per 100 sqm on horizontal/side slopes
Supply of stones Supply of stone boulder (nallah) nominal size 225MM (stack measurement reduced by 15%)
Carriage of material by Mechanical transport from source to site of work including loading unloading and stacking
Sand and Aggregate below 40mm nominal size average distance 5 Km
Stone average distance 5Km
Disposal of mulba from site to disposed place av distance 1 Km by MT
Sodagar Mal Govt Contractor
DEEPAK BANOTRA GOVT CONTRACTOR
Ashok Kumar
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