Road from sure chak to Sampuranpur Kullian

Engaging JCB engaged for site clearance/removing malba from road surface, surface dressing, etc.

Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Providing & Laying WBM Grade - II with specified stone agg. & binding material including Screaning, sorting. spreading to template & consolidation with power road roller of minimum 8 ton capacity. Base course with 63mm to 45mm size including stone screaning 13.20mm size

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 / 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 (incl. all leads, lifts and carriage complete)

Providing and applying tack coat using hot straight bitumen of grade VG-10 inclu. heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaninig the ex. Road surface as per specification on WBM surface surface @0.750 kg /sqm

Providing and applying tack coat using hot straight bitumen of grade VG-30 inclu. heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaninig the ex. Road surface as per specification on Bitumen surface @0.50 kg /sqm

Providing and laying semi- dense 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 equipped 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.25 mm compacted thickness with bitumen of grade VG- 30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.

carraiage of sand/ below 40 mm

carriage above 40 mmm

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