UPGRADATION AND BEAUTIFICATION WORK OF ROADS UNDER (CM GRID) SCHEME FROM BKD CHAURAHA-AYURVEDIC COLLEGE-GIRLS POLYTECHNIC-ATAL CHOWK (ANSAL COLONY) GANESH CHAURAHA ROAD, JHANSI, UTTAR PRADESH

ROAD WORKS Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.

Scarifying the flexible pavements & disposal of dismatled materials upto a lead of 100m, stacking servicable & unservicable materials seperately as per technical Specification clause 202. By Mechanical of Bituminous course MORD 202 (2.14)

Disposal of building rubbish/malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting. unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

Granular subabse with graded mateial Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. i) For Grading-I Material

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (G-1) 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Plant Mix Method)

Providing and applying primer coat with SS1 grade bitumen emulsion from Mathua on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.

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. (Tack Coat on Bituminous surfaces )

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 desired compaction as per MoRT&H specification clause No. 505 complete in all respects. (Dense Graded Bituminous Macadam Grading 2)

Bituminous Concrete with Plastic Waste Providing and laying bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with a paver finisher paver finisher equiped with electronic sensor to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification complete and as per directions of Engineer-in-Charge40/50 mm copacted thickess with bitumen of grade [email protected]% (% by weight of total mix) and lime filler @3% (% by weight of Aggregate) and waste plastic additive @8% (% by weight of bitumen) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity

First Class Brick work in 1:4 cement and fine sand of 1.25 F.M mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work For median repair