Annual Maintenance Plan (AMP) RR Rulehar to Lam (HP0413VR084) km.1/0 to 3/880

Amount

Providing, laying and rolling of built-up-spray grout layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates.key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a Base conforming to the line, grades and cross-section specified, the compacted layer thickness being 75 mm, by manual means bitumen using vg-10 as per M.O.R.D. technical specifications clause No. 505 including hauling of material in all leads,lifts as per the entire satisfaction and direction of Engineer-in-charge including carriage of materials within all leads and lifts and other incidential. The rate including octroi royality Malkhana toll tax sale tax or other taxes imposed by the Govenment .

Providing and applying tack coat with Bitument emulsion (RS-I) using emulsion pressure distributor at the rate of 0.225 kg. (zero point two two five kilograms) per/ Square metre on the prepared bituminous surface cleaned with hydraulic broom as per M.O.R.D. technical specifications section No. 503and including hauling of material in all leads,lifts as per the entire satisfaction and direction of Engineer-in-charge including carriage of materials within all leads and lifts and other incidential. The rate including octroi royality Malkhana toll tax sale tax or other taxes imposed by the Govenment

Providing and laying 30mm (Thirty milimetre) compacted thickness bituminous concrete with minimum 100-120 (One hundred to One hundred twenty) TPH hot mix batch type plant with electronic control grading II using crushed aggregate 13.2mm (Thirteen decimal two milimetre) nominal size of specified grading premixed with bituminous 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 Roller 8-10 (Eight to Ten) tonne capacity or intial brack dowan rolling and vibrate roller 8-10(Eight to Ten ) Capacity Pneumetic type Roller of 12-15 (Twelve to Fifteen) tonne with tyre pressure of atleast 0.56 (Zero decimal five six) MPa for intermediate rolling and finish rolling with 6-8 (Six to Eight) tonne smooth wheeled tandom roller to achieve the desire compaction as per MoRTH Technical Specification section 500 as per the direction and entire satisfaction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government time to time.

Navneet Thakur