C/O link road from Shubhkhera to Himalyan International Factory km. 0/0 to 0/360. (SH- P/L wet mix macadam and 30 mm thick bituminous concrete between 0/0 to 0/360) Under Deposit.

Amount

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm(fifty three milimetres to zero point zero seven five milimetres) ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne(eight to ten tonne) capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge, including all leads, lifts and carriage of materials, as per the entire satisfacton of Engineer-in-charge.

Providing and applying primer coat with Bitumen SS-I grade on the prepared surface of granular base including cleaning of road surface and spraying primer @ 0.70-1.00 kg / sqm(at the rate of zero point seven zero to one point zero zero kilo- grams per square metre) using mechanical means as per technical specification clause 502, including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion On W.B.M / W.M.M. @ 0.4kg/sqm.(at the rate of zero point four kilograms per square metre), including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Providing and laying Semi Dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in- Charge, 25 mm(twenty five milimetres) compacted thickness with bitumen of grade VG-30 @ 5%(at the rate of five percent) (percentage by weight of total mix) and lime filler @ 2%(at the rate of two percent) (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120(hundred to one hundred twenty) TPH capacity, including all leads, lifts and carriage of materials, as per entire satisfaction of Engineer-in-charge.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pitswith all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet the requirement of Table 300.2 with lead up to 1000( one thousand) as per technical specification Clause 303.1, including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

M/S Sharma Enterpirses

H. C. Bansal Engg. & Contt.