Renovation of Service road from Km 8.200 to Km 10.110 left track of Dafara Mr.

Jungle clearance with cutting of behya ,gondi and elephant grass. as per direction of Engineer in-charge.

Earth work for making patari with ordinary soil including leveling , ramming and dressing the surface with 1.5 m lift and 30.00 m lead all labour T&P etc complete in all respect as per direction of Engineer in-charge.

Providing and lying brick on edge 7.00 cm wide on both side of the road with M-150 bricks complete work as per S.I no. 765.

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 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 @ 0.85 kg per sqm using mechanical means as per technical specification clause 502 ana direction of engineer in -charge.

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

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 with paver finisher including mixing in a Hot Mix Plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by as per Technical Specification Clause 508. as per direction of Engineer in-charge

Providing and laying of seal coat sealing the voids in a bitumenous surface laid to the specified levels, grade and cross fall using Type-C seal coats. as bitumen (S-90) @ 6.5 kg per 10 sqm. Technical specification clause 510 and direction of Engineer in-charge.