RR damages to link Road to village Bashtari km 000 to 200 SH PC G-II GIII and MT works at Rds 000 to 1500 PDNA

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 (EightyHundred) KN static roller in stages to proper grade and camber, applying and brooming, stone screening /binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 (Four hundred Five) including carriage of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in-Charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 (EightyHundred) KN static roller in stages to proper grade and camber, applying and brooming, stone screening /binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (Four hundred Five) including carriage of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in-Charge.

Providing and applying coat with Bitumen emulsion (SS-1) on prepared of granular base including cleaning cleaning of orad surface primer at the rate of 0.85 kilogramme per Squaremeter using mechanical as per Technicsl Specification Clause 502 ncluding carriage of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in Charge.

Providing and applying coat with Bitumen emulsion (RS-1) on prepared of granular base including cleaning cleaning of orad surface primer at the rate of 0.275 kilogramme per Squaremeter using mechanical as per Technicsl Specification Clause 502 ncluding carriage of materials in all leads and lifts as per entire satisfaction and direction of Engineer-in Charge.

30mm thick Bituminious Concrete. Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a 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 MORTH specification clause No. 509 complete in all respects. including all leads and lifts as per directions of Engineer in charge.