14- Road renovation work on the Kandhla distributary from km 11.887 to km 13.128.

Jungle clearance without uprooting jhunds

Leveling and dressing service road including earth work for petty repairs

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness with motor grader on prepared surface, mixing by mix in place method, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density WBM Grade-3 as per Technical Specification Clause 405. including cost of all material, labour and T&P etc. as per the direction of Engineer-in-charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness with motor grader on prepared surface, mixing by mix in place method, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density WBM Grade-3 as per Technical Specification Clause 405. including cost of all material, labour and T&P etc. as per the direction of Engineer-in-charge.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 as per Direction of Engineer in charge

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Mix plant, laying with paver machine and rolling with a three wheel 80-100 kN smooth wheeled roller capacity, finished to required level and grades to be followed by seal coat of either as per Technical Specification Clause 510.

Providing and laying seal coat with VG-10 Grade Bitumen by suitable Mix plant, laying with paver machine and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades, sealing the voids in a bituminous in Type B as per Technical Specification Clause 510. including cost of all material, labour and T&P etc. as per the direction of Engineer-in-charge.

Providing and laying seal coat with VG-10 Grade Bitumen by suitable Mix plant, laying with paver machine and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades, sealing the voids in a bituminous in Type B as per Technical Specification Clause 510. including cost of all material, labour and T&P etc. as per the direction of Engineer-in-charge.