Improvement Upgradation of following roads Road from Darhali Bridge to Chatyar by way of providing and laying WBM GR-II, 100 mm thick WMM, 50mm thick BM and 30 mm thick SDBC in patches stretches Length 5.50 kms Road from Nadian to Badhanoo by way of

Amount

Supplying, stacking and laying of water bound macadam using graded crushed stone aggregate at site of size range 63 mm to 45 mm with specified stone aggregates stone screening of size 13.2mm and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity and compacting with vibrator roller of 8 to 10 tonne capacity to achieve the desired density complete as per specifications and directions of Engineer –in-charge. ( complete job).

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075mm) to wet mixed 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 & lift laying in uniform layers with mechanical paver finisher with in sub-base/base course, 200 mm thick in two layers (100 mm thick each layer) on well prepared surface and compacting with vibrator roller of 8 to 10 tonne capacity to achieve the desired density complete as per specifications and directions of Engineer –in-charge. ( complete job).

Providing and laying bituminous macadam of 50mm average compacted thickness with bitumen of 60/70 grade @ 3.5 % (percentage by weight of total mix) on prepared surface with specified graded crushed stone aggregates for profile corrective base/ binder course including loading of aggregate with F.E loader, hot mixing of stone aggregates in hot mix plant, transporting the mixed material by tippers to paver and laying the mixed material with paver finisher fitted with electronic sensing device to the required level and grade and rolling with road rollers as per MORTH specifications and direction of Engineer-in-charge to achieve the desire density and compaction including the cost of brooming, primer/ tack coat, all leads/lifts, carriages, loading & unloading. (complete job)

Providing and laying semi dense bituminous concrete of 30 mm average compacted thickness with bitumen of 60/70 grade @ 5 %(percentage by weight of total mix)on prepared surface with specified graded crushed stone aggregates for wearing course including loading of aggregate with F.E loader and hot mixing of bitumen with filler and stone aggregates in hot mix plant, transporting the mixed material by tippers to paver and laying the mixed material with mechanical paver finisher fitted with electronic sensing device to the required level and grade and rolling with road rollers as per MORTH specifications and direction of Engineer-in-charge to achieve the desire density and compaction including the cost of brooming, primer/ tack coat, all leads/lifts, carriages, loading & unloading. (complete job)

M/s M.D Construction