Providing and laying CTSB, CTB, Tack Coat, BC, PC , Seal Coat, etc. work in Service Road of 2 Lane Bridge on level Crossing No. 15 C (Shujatpur) of NCR on Kanpur Prayagraj Rail Section in District Kaushambi

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared concrete surface cleaned with mechanical broom.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 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. 507 complete in all respects

Providing, laying and spreading Material on a prepared sub grade, adding 2.3 % cement to the spread Material, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired nconfined compressive strength and to form a layer of sub-base.

Providing, laying and spreading Material on a prepared sub base, adding 1% cement & 3.5% bitumen emulsion to the spread Material, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired compaction to form a layer of base

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the repared bituminous surface cleaned with mechanical broom.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 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. 507 complete in all respects

Providing, laying and spreading Material on a prepared sub grade, adding 2.3 % cement to the spread Material, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base

Providing, laying, spreading and compacting graded stone aggregate mixed with designed quantity of cement to crushed stone treated base specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom

Providing, laying and rolling of close - graded premix surfacing of 20 mm thickness composed of 11.2mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using Viscocity grade bitumen to equired line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to equired level and grades.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats

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