imp. & stg. of road by pdg. dense carpeting h 3 pocket in sector 18 rohini ward no 54 rohini zone.-imp. & stg. of road by pdg. dense carpeting h 3 pocket in sector 18 rohini ward no 54 rohini zone , dsr dar civil-2018 and approved items; 1 imp. & stg. of road by pdg. dense carpeting 2 16.31.2.1:providing and applying tack coat using bitumen emulsion conforming to is:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.with medium setting bitumen emulsionon w.b.m / w.m.m. @ 0.4kg/sqm 3 16.57.1:providing and laying bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of engineer-in-charge.40/50 mm compacted thickness with bitumen of grade vg-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of aggregate) prepared in batch type hot mix plant of 100-120 tph capacity. 4 16.62:providing and applying 2.5 mm thick road marking strips ( retro - reflective ) of specified shade / colour using hot thermoplastic material by fully / semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, t & p, cleaning the road surface of all dirt, seals, oil grease and foreign material etc. complete as per direction of engineer - incharge and accordance with applicable specifications . 5 16.55.1:providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped 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 specificatons and directions of engineer-in-charge.50 to 100 mm average compacted thickness with bitumen of grade vg-30 @ 3.50% (percentage by weight of total mix) prepared in batch type hot mix plant of 100- 120 tph capacity