A/R and M/O on Link road Rest House Manola Km. 0/0 600

Amount

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.275 kg (zero point two seven five killograme) per sqm on prepared dry and hungry bituminous surface/granular surface cleaned with Hydraulic broom as per MORD Technical Specification section 500 or as per direction of Engineer-In-Charge including carriage of materails with in all leads, lifts and other incidentals. The rate is including the octori, royality, Malkana, toll tax,GST, or other taxes imposed by the Government.

Providing and laying 50mm (Fifty millimeter) thick consolidated dense graded bituminous macadom with 100 - 120 (one hundred -one hundred twenty) TPH batch type HMP producing an average output of 75 (seventy five) tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% (Four point two five ) 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 alignmernt , rolling with smooth wheel , vibratory and tandem rollers to achieve the desired compaction as per MORTH specification section 500 complete in all respect and to the entire satisfaction of Engineer - in- Charge including carriage of materials with in all leads, lifts and other incidental .The rate is inclusive of octroi, royality ,Malkana, toll tax ,GST or any other taxes imposed by the Government .

Providing and laying 30 mm (Thirty millimetre) compacted thickness bituminous concrete with minimum 100-120 (one hundred-one hundred twenty) TPH hot mix batch type plant with electronic control Grading -II using crushed aggregate 13.2 (Thirteen decimal two millimeter) nominal size of specified grading premixed with bitumen binder VG-10 (Viscosity grade-ten) at the rate of 5.40 to 5.60. (five decimal four zero to five decimal six zero) percent of mix weight transported to site , laid with censor paver finisher hydraulic with censor control to the required grade, level and alignment over a previously prepared surface and rolling complete with smooth three wheel rollar 8-10 (Eight to Ten) tonne capacity for intial break down rolling and vibratory rollar 8-10 (Eight to Ten) tonne capacity or pheumatic type rollar of 12-15 ( Twelve to fifteen) tonne with type pressure of at least 0.56 MPA (Zero decimal five six) for intermidiate rolling and finished rolling with 6-8 (Six to Eight) tonne smooth wheeled tandom roller to achive the desire compaction as per MORTH specification clause No. 500 as per the direction and entire satisfaction of Engineer-in-Charge including carrige of materials within all leads and lifts and other incidentals the rate including octori, royality, Malkana, toll tax, sale tax ,GST or other taxes imposed by the Government.

Gargesh Kumar