Raajavaah Bisalpur ke baanye bank ke Km. 60.000 se Km. 61.500 tak kshatigrast sadak ke naveeneekaran ka kaarya.(Lot No 05)

Cleanign thick bushe an thorney jungle Jungle without uprooting including all cost of labour and T &P

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means).

Brick edging on both sides of the road of first class brick 8 cm (3'') wide and 12 cm 4.5'' deep laid with mud mortar including labour and supply of bricks finished to required template and and proper alingment and also including dressing and ramming the excavatd earth as directed by Engineer-in- Charged.

Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in placce mathod with rotavator at OMC and compacting with smooth wheel roller to achive the desired density complete as techncal Specification clause 401

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 2 (with 63 - 45 mm size st. ballast) as per Technical Specification Clause 4.7-405 (02)

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 (with 22.4 - 53 mm size st. ballast) as per Technical Specification Clause 405.

Providing and applying primer coat with Bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.70-1.0 Kg/Sqm using mechanical means as per Technical Specification Clause 502.

Providing and applying tack coat with Bitumen VG-10 using Bitumen distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing, laying and rolling of open-graded premix Surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less then 200 tonnes/ hour, laying and rolling with a smooth wheeled roller finished to required level and grades as per Technical Specification Clause 510.

Providing and laying of premix sand seal coat by HMP of appropriate capacity not less than 200 tonnes/hours using crushed stone chipping 6.75 mm size and penetation bitumen suitable grade as per Technical Specification Clause 511.