Vijaynagar Zone Ward-51 Sector-12 Pratap Vihar G Block DPS Chowk (Service Road) to New Link Road Bridge between Siddharth Vihar/Pratap Vihar by densification of road and interlocking tiles of side track.

Demolishing Reinforced cement concrete or reinforced brick work including stacking of materials as per directed by the of Engineer - in -charge.

Dismentaling cement concrete tiles floors including

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth linto the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine not reach/move).S.I.No.251 (a)

Desposal of refused material/malwa distance up to 5 km etc all complete as the direction of engineer in charge.(AS PER DSR 2023 PAGE N.83 ITEM N. 1.1.2)

S/L of 22.4 to 53 mm gauge stone ballast with stacking for measurement etc all complete as per direction of engineer in charge ( As per PWD SOR 2020 RMR)

Supply of screening material etc all complete

Consolidation stone aggregates of 45-63mm/22.4-53mm size to water bound macadam,specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 KN static roller in stages to proper grade and camber applying and brooming crushable screening to fill-up the interstices of coarse aggregate,watering and compacting to the required density Grading 2/3 as per Technical Specification Clause 405.

Providing applying tack coat with bitumen VG 10 Grade using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared graunlar surface treated with primer and cleaned with hydraulic broom as per technical specifications causes 503 RMR

Providing and laying dense graded bituminous macdam with HMP producing an average output of 75 tonnes per hour using crushed aggregates from approved quarry of specified grading, premixed with bituminous binder (VG-30) @ 4.5 per cent by weight of total mix and filler,transporting the hot mix to work site,laying with a hydrostatic paver finisher to the required grade, level alignment,rolling with smooth wheeled. vibratory and tandem rollers to achieve the desired compaction (Ref. to Mort&HSpecification no. 507 ) Adjustment for bitumen shall be done as per job mix formula and e-in-c latter No 2651 Dt 27-07- 12 for proper completion of work as per direction of engineer-in- cgarge including all labour,T&P,taxes , labour cess etc. complete.

Providing applying tack coat with bitumen VG 10 Grade using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared graunlar surface treated with primer and cleaned with hydraulic broom as per technical specifications causes 503 RMR