Gram khedha gadhai, vikas khand thanabhawan mein khaale ke pul chandrapal-sahab singh keg her ke paas sthit pul se bunta rajvaha tak kaali sadak nirmaan karya

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 metre(20'') in depth and earth work in embankment to be in 20 cm(8") layers including ramming & dressing in ic all tis per 51-235(s)+incuding mechanically compected as per si no-260a

(1) construction of embankment with material obtained from borrow pits construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 metre, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5

Scraping old painted surface including disposal of all scraped material to a distance of 30 metres(100ft.) as directed by engineer-in-charge. For small areas for big areas as per MORTH(si no-772)

Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grade/Tractor mounted appropriate equipment on prepared surface mbing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per technical specification(clause 401

Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound Mcadarn(WBM-GII) specification inol spreading in uniform thickness,hand packing, rolling with three wheel 80-100kN static roller in stage 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 as per technical specification clause 405

Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound Mcadarn(WBM-GIII) specification incl spreading in uniform thickness,hand packing, rolling with three wheel 80-100kN static roller in stage 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 as per technical specification clause 405

Providing and applying primer coat with bitumen emulsionSS-1 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 10.70-1.0 kg/sqm using mechanical menas as per technical specification clause 502

providing and applying tack coat with bitumen VG-10 grade(Bulk) the rate of 0.20 to 0.25 kg per sqm on the prepared granular surface bisted with primer/bitumenours surface as per technical specification clause 503

Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 6.6 mm aggregates using VG-10 to required line grade and level to serve wearing course on a previously prepared base including mixing in a suitable plant, laying and rolling with a the wheel 80-100kN static roller capacity, finished to required level and grades, as per

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specific levels, grade and cress fall using Type C as per Technical specification clause 510 Case III type C with bitumen VG-10 grade(bulk)