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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance BOGDANG | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
Tender Value
₹44.5 L
EMD Value
₹89,100
Closing Date
1 Sept 2022, 2:00 pmClosed
executive engineer PWD RnB nobra
executive engineer PWD RnB nobra
PL of 25 mm compacted thick OGPC link road of Diskit with proper side drain WBM and Blacktopping Zampa to Sand Dune Including bridge at Tingang Nallah from Zampa upto Chowk
2022_PWD_6901_7
PWD RnB/N/100 2022-23
Open Tender
Civil Works - Others
Item Rate
20 days
Nubra
please read NIT
7 documents required · 7 mandatory
₹1,000
Payable To executive engineer PWD RnB nobra
₹89,100
Yes
1 Sept 2022
29 Aug 2022
1 Sept 2022
29 Aug 2022
1 Sept 2022
29 Aug 2022
Amount
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads &lifts, laying in uniform layers with mechanical paver finisher in sub- base I base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-charge.including carriage
Providing and laying 25mm thick compacted open graded premix carpet in conformity with latest IRC and MOST specification for road and bridges work with hot mix plant and paver finished, using crushed aggregated and including repairing of pot holes upto any depth, preparation of surface and cleaning etc. laying of tack coat and 6mm thick seal coat, including cost of material higher charge of plant machineries and equipment and inclusive of all carriages, lead, lift, taxex and octorai bituman VG10, 80/100 grade has to be used including cost of bitumen complete job.
Earth work in rough excavation, banking excavated earth in layers not exceeding20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power rollerof minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil:
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.
M/S MEHDI ALI
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