A/R and M/O Nagrota Bagwan Ranital Mubarik Pur NH-303 road km. 0/0 to 39/0 NH-303

Amount

Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 (three) wHeeled steel/vibratory roller 8-10(Eight - ten)Tonnes in stage to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of course aggregate watering and compacting to the required density.Including carriage of material with in all leads and lifts in all respect as per the direction of Engineer -in-Charge. Grade III

Providing and applying primer coat with bitumen emulsion (RS-I) on prepared surface of granular base including clearing of road surface and spraying primer @ 0.70-1.00 Kg./Sqm.( zero point seven zero to one point zero kilogram per square metre) Using mechanical means as per technical specification clause 502 Including carriage of material with in all leads and lifts in all respect as per the direction of Engineer -in-Charge.

Providing and applying evenly a tack coat with bitumen emulsion (RS-I) using emulsion pressure distributor @ 0.25 to 0.30 Kg/Sqm (zero point two five to zero point three zero kilogram per square metre) on the prepared and hungry bituminous surface cleaned with Hydraulic broom as per technical specification clause 503 .Including carriage of material with in all leads and lifts in all respect as per the direction of Engineer -in-Charge.

Providing and laying bituminous macadam 50 mm. thick VG-10 with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site up to a lead of 1000 m. laid over a previously prepared surface with paver finisher to the required grade, lavel and alignment and rolled to achieve the desired compaction as per technical specification clause 504 .Including carriage of material with in all leads and lifts in all respect as per the direction of Engineer -in-Charge.

Providing and laying bituminous concrete 30 mm. thick VG-10 with100-120 (One hundred to one hundred twenty) TPH batch type hot mix plant producing an average output of 75 (Seventy five) tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 (Five point four to five point six) 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 carriage of material with in all leads and lifts in all respect as per the direction of Engineer -in-Charge.

pritam singh thkur

Ujjawal Singh

VP SHARMA