Renewal of Service Road of Bulandshahr Dy. From Km 13.800 to Km 14.800

Cleaning thick bushes and thorny jungle with proper disposal including cost of all labour and T&P etc, completion of the work as per the direction of Engineer-in-charge.

Uprooting jhunds including dressing and proper disposal including cost of all labour and T&P etc, completion of the work as per the direction of Engineer-in-charge.

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regula pits and earth work in embankment to be in 20 cm , layers, including ramming and dressing the surface to the required levels and slopes and also including 1.50m lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank within 30m distance as directed by Engineer-in-charge.

Earth work in Embankement by power transported earth with a lead beyond 200m and upto upto 1.00 km including excavation loading, ,unloading, manual compection dressing and all lifts complete excluding royalty.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, 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 Grading 2 as per Technical Specification Clause 405.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, 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 Grading 3 as per Technical Specification Clause 405.

Providing and applying primer coat with bitumen emulsion (SS-2) 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

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 static roller capacity, finished to required level and grades etc. as per Technical Specification Clause 508.

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

Providing and laying of Hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 the fineshed surface to be level, uniform and free from streaks and holes rates are inclusive of all taxes, royality etc. all T&P/ machine material and labour required for proper completion of work.

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