Periodical maintenance of Urni to Mirru Rangle road Village road under Annual Maintenance Plan for the year 2026-27 SH- Providing and laying 30mm thick Bituminous Concrete including profile correction by providing and laying G-III 53 mm to 22.4 mm ag

Providing, laying, spreading and compacting stone aggregate of sizes 53-22.4 mm (fifty three to twenty two point four millimeters) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN (eighty by hundred Kilo Newton) in stages to proper grade and camber, applying and booming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading-III by manual means as per technical Specification Clause 405 including carriage of material within all leads, lifts and other incidental charges and as per direction of Engineer-In-Charge.

Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including clearing of road surface and spraying primer @ of 0.70-1.00 kg/sqm ( zero pointy seventy - one point zero kilogram per square metre ) using mechanical means as per technical specification clause 502 including hauling of materials in all leads and lifts by all modes of transportation and as per entire satisfaction and direction of Engineer-in-charge

Providing and applying tack coat with Bitumen emulsion confirming to IS:8887 (RS-1) using emulsion pressure distributor including preparing the surface and cleaning with mechanical broom on the prepared dry and hungry bituminous surface @ 0.25 to 0.30 kg per sqm ( at the rate of zero point twenty five to zero point thirty kilogram per square meter) as per Technical Specification Clause 503. including hauling of materials in all leads and lifts by all modes of transportation and as per entire satisfaction and direction of Engineer-in-charge.

Providing and laying 30 mm (thirty millimeter) compacted thickness with bitumen of grade VG-10 (ten) @ 5.5 % (at the rate of five point five percent) ( percentage by weight of total mix) and cement filler @ 2 % (two percent) (percentage by weight of aggregate) including addition of Zycotherem @ 0.10 % (at the rate of zero point ten percent) (percentage by weight of bitumen) prepared in Batch Type Hot Mix Plant of 100-120 (hundred - one hundred twenty) TPH capacity by using crushed aggregates of specified grading ,premixed with bituminous binder and filler transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade ,level and alignment and rolling with smooth wheeled, vibratory and tendam rollers to achieve the desired compaction and density as per specification, complete in all respect including hauling of materials in all leads and lifts by all modes of transportation and as per entire satisfaction and direction of Engineer-in-charge

Please Enable Macros to View BoQ information