sarain akil mahila marg se mulayampur sampark marg ka patch marammat karya

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5.

Providing, laying, spreading and compacting stone aggregates of specific sizes (22.4-53mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. WBM Gradeing-3 as per Technical Specification Clause 405

Providing and applying tack coat with bitumen using pressure distributor at the rate of 0.35 kg per sqm on the prepared non bituminous surface cleaned with hydrolic broom as per temechanical specificatiob clause 503.

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 emuslion 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 Tehnical Specification Clause 508

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels , grade and cross fall using Type'C' as per Technical Specification Clause 510