Hariparvat Zone, Ward No. 94 Kamla Nagar pani Tanki se Chandni chok crossing tak or om nagar mai t.c. chandra school ka barabar wali sadak per hotmix

Dismantling of Old Interlocking Tiles pavement including staking of serviceable material and disposal of unserviceable material within lead of 50m as per direction of Engineer in charge. (NS)

Earth work in Excavation in foundation in ordinary soil (loam, clay or sand) including, lift up to 1.50 m and lead up to 30m and including filling watering and ramming of excavated the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge up to a distance of 30 M form the foundation trenches. (Rate including Royalty of earth also) (4-Chapter Si.No.1)

Cartage of Malva, Silt, sludge kankar and other disposable organic material etc. all complete with labour T&P including cartage of 8 km. (Chapter No.3 Si.No.8)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (22.40-53mm) specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.

Providing and applying Primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (As per Attached Analysis)

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 MoRTH specification clause No. 505 complete in all respects including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Enginee-in-Charges. (20-Chapter Analysis rate)

Providing & Applying Tack Coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30Kg/Sqm. On the prepared primed granular/old painted surface. Cleaned with air compressor. Including all Taxes, Material, Labour, T&P etc required for proper completion of the work. (For Bituminous Surface). (Chapter No.20 Si No.9)

Providing and laying bituminous concrete (Grading-II) with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 as per approved job mix formula which ever is higher 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 5th revision clause No. 509 complete in all respects including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Enginee-in-Charges. (20-Chapter Analysis rate)

Road Marking with Hot Applied Thermoplastic Compound with Reflectrosing Glass Beads on Bituminous Surface. Providing & Laying of hot applied thermoplastic compound 2.5mm thick including reflecto rising glass beads @ 250gm/Sqm. Area, thickness of 2.5mm is exclusive of surface applied glass, beads as per I.R.C. 35. The finish surface to be level uniform and free form steaks and holes composition of thermoplastic material shall be as per table 800-3 of clause 803 of MORTH including cost of work as per direction E/IC. (Chapter-28 Si.No.2)

Supply and Fixing Cat EYE including supply of all material, loabour, T&P etc. all complete. (Chapter No.28 Si.No.5b)