Lot-1

Amount

Dismantling of flexible pavement and disposal of dismantled material upto a lead of 100m, stacking serviceable and unseviceable materials serviceable and unseviceable materials seperattely as per technical specification clouse 202 as per direction of Engineer in charge

7 cm wide Brick edging on both side of road with 1st class M-150 brick laid on edge with mud mortar including labour and supply of brivk finished to required template and In proper alignment and including dressing and ramming the excavated earth as directed by E/I S.l No. 765 as per direction of Engineer in charge

W.B.M (Grade-3) Providing, laying, spreading and compacting stone aggregates of specific sizes 53mm to 22.4mm to water bound macadam (G-3) specification including spreading in uniform loose thickness hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, Stone dust to fill-up the interstices of coarse aggregate, watering and compacting 7.50cm thickness to the required density Grading 3 as per Technical Specification Clause 405. as per direction by Engineer in charge.

Prime coat Providing and applying prime 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. as per direction of Engineer in charge.

Tack coat Providing and applying tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503.as per direction of Engineer in charge.

Premix carpet Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 (13.2mm & 11.20mm in 2:1) mm aggregates @0.27cum per 10 sqm either using penetration grade bitumen VG-10 @1.46kg per sqm 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 Type C as per Technical Specification Clause 508. as per direction of Engineer in charge.

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

Providing and laying road marking with hot applied thermoplastic compoud 2.50 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 finished surface to be level, uniform and free from streaks and holes. as per direction of Engineer in charge.

arvind kumar yadav (BID ID -5010240)