Providing and laying of 2.5 cm OGPC in various lanes of ward no 52 Jammu

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.

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 subbase / 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

Providing and applying tack coat using hot straightrun bitumen of grade – VG-30, including heating thebitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications On W.B.M. @ 0.75 Kg/sqm..

Providing and applying tack coat using hot straightrun bitumen of grade – VG-30, including heating thebitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications On On bitumen surface @ 0.50 Kg/sqm..

Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to siteby tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

2.5 cm premix carpet surfacing with 2.25cum and1.12 cum of stone chippings of 13.2 mm and11.2mm size respectively per 100 sqm and 52 kg and56 kg of hot bitumen per cum of stone chippings of13.2 mm and 11.2 mm size respectively including a tack coatwith hot straight run bitumen including consolidationwith road roller of 6 to 9 tonne capacity etc. complete(tack coat to be paid for separately). With paving Asphalt grade VG-30 with no solvent

Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on micron sieve) with bitumen using 128 kg of bitumeN of grade VG-30 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per100 sqm of road surface including rolling and finishing with road all complete

providing and laying of Inguration plates including constyruction of Pedstal all complete job