construction of rri pandoh at jaral pandoh distt.mandi hp providing / laying wearing grade-iii and 30mm thick bituminous concrete at rd 0 / 0 to 0 / 180 , providing, laying, spreading and compacting stone aggregates of 53mm to 22.4 mm ( fifty three millimetre to twenty two point four millimetre ) sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kn ( eighty- hundred kn ) in stages to proper grade and camber, applying and brooming, stone screening to fill upthe interstices of coarse aggregate, watering and compacting to the required density grading-iii as per technical specification clause 405 by manual means including carriage of materials with in all leads, lifts and other incidentals or as per the direction of engineer-in-charge. , providing, laying, bituminous macadam with hot-mix plant using crushed aggregate of grading as per table 500.4 premixed with bituminous binder transported to site in any lead laid over a previously prepared surface with paver finisher to the required grade level and alignment and rolled to achieve the desired compaction as per technical specification clause 504 including carriage of materials with in all leads, lifts and other incidentals. , providing and applying tack coat with bitumen emulsion ( rs-i ) on the dry and hungry bitumen prepared surface cleaned of dust and extraneous material with hydraulic brooms or any other approved equipment and spraying priming at the rate of 0.25-0.30 kg. per sqm ( zero point two five to zero point three zero kilogram per square metre ) with emulsion pressure distributor equipped for spraying uniformly complete as per technical specification clause 503 including carriage of material within all leads, lifts and other incidental charges and as per the entire satisfaction and direction of engineer-in-charge. , providing and laying 30 mm ( thirty millimeter ) thickbituminous concrete with 100-120 ( hundred-one hundred twenty ) tph batch type hot mix plant producing an average output of 75 ( seventy five ) tonne per hour using crushed aggregates of specified grading premixed with bituminous binder vg-30 @ 5.4 to 5.6 ( five point four to five point six ) percent of mix and filler transporting the hot mix to work site laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per mort & h specification clause 509 complete in all respects including carriage of materials with in all leads, lifts and other incidentals.