Restoration of rain damage on NH503A at Km 0 to 70000 SH providing and laying bitumen concrete in pot holes in Km 0 to 15300

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 100mm (One Hundered Millimetre) Thick to be laid in two equal layers 75mm (Seventy Five Millimeter) each 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, including lighting, barricading and maintenance of diversion etc. as per tabies 4000.11 and 400. 12 and techinical specifications clause 406 including carriage of material and equipment within all leads and lifts with all mode of transportation and as per the direction of Engineer-in-Charge. The rates are inclusive octroi, royality, Malkana, toll tax, Sale tax, Good service tax, labour cess or other taxes imposed by the Government.(in km 4/400 to 4/450)

Providing and applying the tack coat with bitumen emulsion RS-I Grade conforming to IS: 8887 using emulsion pressure distributor at the rate of 0.25 Kg/sqm (Zero point two five kilogramme per square metre) on prepared surface cleaned with mechanically brooms as per MORTH Specifications (5th revision) Clause 503 within all leads and lifts and incidental work required to complete the job as per the direction of Engineer-in-Charge. The rates are inclusive octroi, royality, Malkana, toll tax, Sale tax, Good service tax, labour cess or other taxes imposed by the Government

Providing and laying 50 mm thick (fifty millimetre)dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5per cent (four point zero to four point five percent) 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. 507 complete in all respects.including carriage of materials upto all leads and lifts as per direction of the Engineer-in-charge.

Providing and laying 40mm thick (Forty millimetre) bituminous concrete with 100-120 (Hundred- hundred one twenty) TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed stone aggregates of specified grading-II, premixed with bituminous binder VG-40 @ minimum 5.5% (Five point five percent) by weight of total mix material and filler, as per job mix formula 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 507 (5th revision). Item to include all materials, labour, machinery/equipments and incidental charges required to complete the job.including carriage of material and equipment within all leads and lifts with all mode of transportation and as per the direction of Engineer-in-Charge. The rates are inclusive octroi, royality, Malkana, toll tax, Sale tax, Good service tax, labour cess or other taxes imposed by the Government.