VIKAS KHAND BADAGAV GRAM SABHA FATTEPUR ME SANJAY SINGH KE GHAR SE PANCHO BIGHA CHAURAHE TAK SADAK NIRMAN KARYA.

Construction of subgrade and erthen shoulder 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 300.2 with a lead upto 1000 m as per Technical Specification Clause 303.1

Scraping old painted surface including disposal of all scrapped material for distance of 30 metre as directed by engineer -in-charge I/c as per uppwd Sor S.i no 772

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.

Providing, laying, spreading and compacting stone aggregates of specific sizes 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 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 emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per sqm using mechanical means as per Technical Specification Clause 502

Providing and applying tack coat with Emulsion RS1 using distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface 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 - 11.2 mm aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, by manual MORd specific. 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 ( By Mechanical Mean )

Brick edging on both side of road Technical Specification Clause 412

Supply and fixing imformatory sign board .