Renovation of Service road from Km 0.00 to Km 0.700 left track of Sakaramau 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 levelling, ramming and dressing the surface with 1.5 m lift and 30m lead all labour T&P etc complete in all respect as per direction of Engineer in-charge.

Providing and laying brick on edge 7.00 cm. wide on both side of the road with M-150 bricks complete work as per SI. No. 765

Construction of Granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achive the desired density complete as per Technical specification clause 401. as per direction of Engineer in-charge

W.B.M. (Grade-2) Providing, laying, spreading and compacting stone aggregates of specific sizes(63-45mm) to Water Bound Macadam (G-2) 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 Stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting 7.50cm thickness to the required density Grading-2 as per Technical Specification Clause 405 as per direction of Engineer-in-charge.

W.B.M (Grade-3) Providing, laying, spreading and compacting stone aggregates of specific size (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 and direction of Engineer-in-charge.

Providing and applying Primer coat with bitumen emulsion using bitumen emulsion pressure dristibutor at the rate of 0.70 Kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical specification clause 502. as per direction of Engineer in-charge.

Providing and applying Tack coat with Bitumen VG-10 using Bitumen dristibutor at the rate of 0.275 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

Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm (13.2mm & 11.20mm in 2:1) aggregates @0.27 cum per 10 sqm either using penetration grade bitumen VG-10 @ 1.46 kg per sqm 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.

Seal Coat Type-C Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade cross fall using Type-C seal coat as with bitumen (S-90) @ 6.50 kg per 10 sqm. Technical Specification Clause 510 and direction of Engineer-in-charge.