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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance W NO 14 KATHUA TEHSIL DISTRICT KATHUA | KATHUA | JAMMU AND KASHMIR | 184101 | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
| 5 | Rejected-Technical | Rejected-Technical Non responsive as per criteria |
Tender Value
₹5.0 L
EMD Value
₹14,940
Closing Date
21 Feb 2022, 4:00 pmClosed
Executive Engineer
Office of the Executive Engineer JDA Div. No.II Nehru Market Ware House, Jammu
Repair/construction of drain and road from Plot No.182-190 at Rajinder Nagar Phase-II Bantalab.
2022_HAUDD_158981_1
JDA/II/e-NIT/2021-22/49 Dated 01-02-2022
Open Tender
Civil Works
Item Rate
45 days
Jammu
As per SBD
3 documents required · 3 mandatory
₹500
Vice Chairman JDA
₹14,940
24 Feb 2022
1 Feb 2022
22 Feb 2022
1 Feb 2022
21 Feb 2022
1 Feb 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.(Complete Job)
Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) Dry
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kind of soils
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)
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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
Providing and laying 50 mm thick cement concrete flooring 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand)
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
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
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Supplying and laying of graded stone aggregate water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete Base course with 63 mm to 45 mm size including stone screenings 13.2mm size.
Supplying and laying of graded stone aggregate water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete Base course with 53 mm to 22.4 mm size including stone screenings 11.2mm size.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
Centering and shuttering including strutting, propping etc. and removal of form work for: Suspended floors, roofs, landings, balconies and access platforms.
Centering and shuttering including strutting, propping etc. and removal of form work for: Edges of slabs and breaks in floors and walls Under 20 cm wide
Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters.
Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade.
2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including seal and tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.
Disposal of Mulba by mechanical transport from site of work to dumping site including cost of loading and un-loading complete. (Complete Job)
Ranjit Singh
Puneet Verma
GANDHARB SINGH
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