Naveenikaran karya of mohanpur Dy Canal service road from Km 19.725 to 20.920 for the year 2025-26

Construction of subgrade and shoulders with approved Material Obtained from Borrow Pits with all lifts and leads, transporting to site, compacted to meet requirement of Tables 300.2 as per Technical Specification Clause 301.1

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. (G-3)

Brick on edging on both side of the road of M-150 bricks 8.0 cm (3") wide and 12 cm(41/2") deep laid with mud mortor including all labour and supply of brick finished to required template & ramming the exavated earth as per directed by The Engineer-in-charge.PWD SI No-765

Providing and applying prime coat with bitumen emulsion (SS-1) using emulsion distributor at the rate of 0.70 to 1.0 kg/sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification Clause 502( Prime Cost)

Providing and applying tack coat with Bitumen emulsion using emuksion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. (Tack Coat )

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 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 of either Type A or Type B or Type C as per Technical Specification Clause 508. (20mm PC) with paver finisher mechanical

Seal Coat 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 Technical Specification Clause 510 ( Case - III : Type C ) (Seal Coat )

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:35-2015 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.