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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
Tender Value
₹2.2 L
EMD Value
₹2,200
Closing Date
10 Jun 2020, 4:00 pmClosed
Executive Engineer RnB Division Ganderbal
Executive Engineer RnB Division Ganderbal
Restoration of road cut damaged by PHE Department during laying of pipe line from Zakura Crossing upto OHT Zakura.
2020_PWDJK_97413_3
NIT NO./17/2020-21
Open Tender
Civil Works
Item Rate
10 days
Ganderbal
As per NIT
5 documents required · 5 mandatory
₹200
Yes
Executive Engineer RnB Division Ganderbal
₹2,200
Yes
11 Jun 2020
29 May 2020
11 Jun 2020
29 May 2020
10 Jun 2020
29 May 2020
Amount
Removal of Mulba from desingnated site of work and its disposal as per direction of Engineer-in-charge all inclusive complete.
Earth work in excavation in all kinds of soil by manual or mechanical means in trenches for foundation, drains, pipes, cables etc., up to required width and depth including ramming of bottom and dressing of sides, clearing of vegetation and mulba and disposal of excavated material beyond municipal limits with its leads, lifts and carriage as will be directed at site complete.
Supply, stacking and laying of WBM grade 2nd with specified graded stone aggregate 63mm - 45mm size broken quarry stone @0.92cum/10 sqm and using of screening 13.20mm size @ 0.135cum/10sqm and binding material @0.06cum/10sqm of road surface including sorting, spreading to template, watering and consolidation to req1q22quired gradient and camber with (80-100) KN road roller all inclusive leads, lifts, loading, unloading, head load if any and carriage of materials from nearest approved source to site of work complete (To be laid as per guide line of MOST specification). Finished work to be measured and paid.
Supply, stacking and laying of WBM grade 3rd with specified graded stone aggregate 53mm – 22.40mm size broken quarry stone @0.92cum/10 sqm and using of screening 11.20mm size @ 0.135cum/10sqm and binding material @0.06cum/10sqm of road surface including sorting, spreading to template, watering and consolidation to required gradient and camber with (80-100) KN road roller all inclusive leads, lifts, loading, unloading, head load if any and carriage of materials from nearest approved source to site of work complete (To be laid as per guide line of MOST specification). Finished work to be measured and paid.
M/S IRASH ENGINEERS
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