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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance VILL SEHSWAN VILL SEHSWAN KATHUA JAMMU KASHMIR 184144 | KATHUA | JAMMU AND KASHMIR | 184144 | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
| 5 | Admitted-Finance | Admitted-Finance |
Tender Value
₹13.1 L
EMD Value
₹26,240
Closing Date
17 Dec 2022, 6:55 pmClosed
Executive Engineer
Executive Engineer RCC Lower Division Hiranagar
Improvement Renovation of M2 of D10 of Main Ravi Canal by way of PCC Wall and pitching grouting from RD 0 to 1500M
2022_IFC_198770_10
e-NIT No. 11 of 2022-23
Open Tender
Civil Works - Canal
Item Rate
40 days
Hiranagar
As per SBD
2 documents required · 2 mandatory
₹600
Executive Engineer RCC Lower Division Hiranagar
₹26,240
Executive Engineer RCC Lower Division Hiranagar
21 Dec 2022
8 Dec 2022
19 Dec 2022
8 Dec 2022
17 Dec 2022
8 Dec 2022
8 Dec 2022 - 13 Dec 2022
13 Dec 2022
Amount
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
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)
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.
Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.
Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Dumping stone excluding cost of stones. in Horizontal on level
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
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Cold twisted bars
12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc
Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m
Supply of Stone
Carriage of Materials from Source to site of work a) Carriage of Sand and Bajri agg. av. 10 Kms by Mechincal Transport
Carriage of Materials from Source to site of work b) Carriage of Nallah Stone av. 08 Kms by Mechincal Transport
Carriage of Materials from Source to site of work c) Carriage of Silt av. 02 Kms by Mechincal Transport
GOVIND SHARMA
Parveen Kumar Govt. Contractor
M/S ISHAN KHAJURIA
SUNIL KUMAR
VINOD KUMAR
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