VIKASH KHAND BHAWARKOL KE GRAM SABHA LOHARPUR ME VIJAY YADAV KE GHAR SE JOGIBIR MANDIR (SHAMSHAN GHAT) JANE WALE RASTE TAK NAVNIRMAN DAMAR ROAD KA KARY

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 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 aggregates of water bound macadam specification including spreading in uniform thickness hand packing-rolling with 3- wheeled steel/vibratory roller 80-100 tonnes in stages to proper grade and camber applying and brooming requisite type of screening materials Course Sand to fill-up the interstices of course aggregtate watering and compacting to the required density grading 2 as per Technical Specification clause 405.

Providng & laying , spreading and compacting stone aggregates of specific sizes (22.4-53 mm S.S.B) .to water bound macadam specification including spreading in uniform thickness , hand packing , rolling with smooth roller 80-100 KN 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 require density grading 3 as per Technical Specification Clause 405..

Brick edging on both side of road with first class brick 8 cm. (3") wide 12 cm. (4.50") deep laid with mud mortar including all materials, labours, T&P etc. complete. S.I. No. 765

Providing and applying primer coat with bitumen slow setting emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.as per technical specification clasue 502.

Providing and applying tack coat with bitumen (VG-10) using Bitumen distributor at the rate of 0.30 kg. Per sqm on the prepared the bituminious / granular surface treated with primer & cleaned with Hydraulic bromm as per Technical Specification clause 5

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm & 11.2 mm. aggregates either using penetration grade bitumen or emulsion to required line. Grade and level to serve as wearing coarse on a perviously prepared base, including mixing in suitable plant , laying and rolling with a three wheeled 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clasue 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 seal coat as per Technical Spefification Clause -510.

Construction of embankment with Material Obtained from R.O.W. Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.50 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per technical specification clause 301.5

Providing and fixing of Sign board and Sefty Sign board complete in all respect.