Improvement Upgradation of road from New Hospital Rajouri to Dodaj road by way of slips clearance , 100 mm thick WMM, 50 mm thick BM n 30 mm thick SDBC in patches stretches in km 1st RD 0 to Km 11th RD 500

Amount

Clearance of Slips in soils mixed with moorum Kankar/shingle/boulders and decomposed rocks including disposal lead upto 50 m and lift upto 1.5 m. including carriage (Complete Job)

Cutting road and making good the same including supply of extra quantities of material i.e. aggregate, moorum screening, red bajri and labour required. Water bound macadam Nallah. (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)

Bhat Construction Work

N Ways Infrastructure Const. Group

jkconstruction

M Mir Construction

M/S Jarl Construction