Renewal of metalled road on left Bank of Jalalpur Mr. from Km 2.550 to 2.800

Providing, laying, spreading and compacting stone aggregates of 22.4mm to 53.00 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes 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 camber stages to proper grade and applying and brooming, crushable screening, to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3

Providing and applying primer coat with bitumen emulsion 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 MORD Technical Specification Clause 502 and direction of Engineer-in-charge

Providing and applying tack coat with Bitumen VG-30 using Bitumen Pressure Sprayer at the rate of 0.350 kg per sqm on the prepared granular surfaces treated with primer or previously painted surface & cleaned with Hydraulic broom as per MORD Technical Specification Clause 503. and direction of Engineeer in Charge .

Providing, laying and rolling of open-graded premix carpet of 20 mm thick (compacted) composed of 13.2 mm to 5.6 mm aggregates of approved quarry using bitumen (VG-30) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant , laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat Type C as per MORD Technical Specification Clause 508 and direction of Engineer-in-charge .

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per MORD Technical Specification Clause 510 and direction of Engineer-in-charge .

Earth work in shoulders & outer slop of bank including excavation, loading, unloading, manual compaction and dressing including all leads and lifts, transporting to site, spreading, grading to required slope and compacted to meet requirement etc.