Strengt. of Road (Resurfacing Work of 45M Wide Road ESS T-Point Sec-135 To Irrigation Drain Bridge 168 and P/L Bitumen Mastic on Sec-132 to irrigation drain bridge Sec-168 all cuts 45M Wide Road Along Exp.Sec-132 To 135) Noida.

Dismantling manually by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: Bituminous road

Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS 702 prepared by using mastic cooker and laid to required level and slope induding providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximates spacing of 10cm centre to centre in both directions, pressed into surface protruding 1mm to 4mm over mastic surface, induding cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification.)40 mm thick

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rates of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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 dsired compaction as per MORTH specification clause No. 505 complete in all respects.

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 adn 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

Applying tack coat of rubberised hot bitumen of 80/100(VG-10) penetration @ 1.0Kg/sqm on road surface including mixing of 10% rubber by weight of bitumen sieved though 6mm. Sieve, cleaning the road surface fuel for healing the bitumen and all labour T&P etc. complete required for proper completion of work as per direction of Engineer in charge.

Sealing of craks on bituminious suface by spreading 6mm size heated stone grit @ 0.10cum/10 sqm over rubberised tack coat having temperature 1600C to 170oC including supply of grit, maintenance of patries and watering during the operation, road, roller, fuel for heating grit, all labour, T&P etc complete, required for proper completion of work as per the Direction of Engineer in Charge.

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work

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