Vidhansabha Bharthan ki Gram Panchayat Ratanpur to Lalpur Damar Road tak Lepan Karya

Clening jungle including uprooting of rank vegetation grass bush, wood trees and saplings of girth upto 30 cm at a height of 1 mtr. Above ground level & removal of rubbish upto a distance of 50 m outside the periphery of area cleared as per Sl.No. 259

Excavation for Road Way in soil using manual means for carrying of cut earth to embakement side with a lifts upto 1.50 Mtr. & Lead upto 50mtr. As per Technical specification clause 302.3 As per Morth 302 (3.5) Sl.No. 16 Ch-25

Construction of Subgrade and earthen shoulders with approved material obtained from borrows pits with all fifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per technical specification clause 303.1 as per Morth 303 (3.14) Sl.No. 19 Ch-25

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 rotavater at OMC, and compacting with smooth wheeled roller to achieve the desired density as per clause 401(GSB Grade I)

Providing, laying, spreading and compacting stone aggregates of specific sizes (63-45 mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (WBM II)

Providing, laying, spreading and compacting stone aggregates of specific sizes (53-22.4 mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (WBM III)

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 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 carpet of 20 mm thickness composed of 13.2 mm (passing 100% on 22.4 mm sieve and fully retained on 11.2 mm seive ) and 11.2 mm (passing 100% on 13.2 mm sieve and fully retained on 5.6 mm seive) granite stone grits in the ratio 2:1 using penetration grade bitumen 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. (using Bitumen 80/100 grade) By Mechanical Means

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 (using 80/100)