Gram panchyat jamuhar black rajghad me ban rahe pul ke dono tarf istit puravo ko jodane vale kache raste me sampark marg ka nirman lepan ka wor

Work

E/W in cutting or embankment in kankar miksed with mooram /bajri/chharri /B-Csoil including lead up to 30 m.&lift up to 1.5 m. etc in patari boath side of road

Construction of granular sub-base by providing well graded Material, Spreeding 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 and laying WBM grade with 45-63 mm apporved quality SB in 7.50 cm thicknessconsolidating by road roller using stone dust/mooram for blinding materials/screening materialmacking medhi ,including roller including all materrial,labour,T&P

Providing and laying WBM grade with22.4-53 mm apporved quality SB in 7.50 cm thicknessconsolidating by road roller using stone dust/mooram for blinding materials/screening materialmacking medhi ,including roller including all materrial,labour,T&P

Brick on edge pavement on pataries with bricks laid dry joints field with lcal sand including preparation of base to proper and ets ramming including supply of all material ,labour and T&P etc complete as per s.i. no 763

providing and laying prime coat bitumen emulsion (SS-1) on prepaired surface of grangular base including cleanning of road surface and primer at the rate of .085 km /sqm using mechanical means as per technical specification clause 502 (including cost of bitumen)

providing and layinig tack coat with bitumen emulsion using emulsion distributer at the rate of 0.25on the prepared grangular surface treated with primer &cleaned clause 503 (including cost of bitumen)

providing and layinig and rolling of open graded premix carpet of 20 mm thickness composed of 13.20 mm to 5.6 mm aggregates either using penetration grade bitumen or to required line ,grade bitumen &level to serve as wearig course on previously prepared base including mixing in a sutaible plant,laying and rolling with a three wheel 80 -100 kn static roller capacity ,finished to required level and grdes as per technical specification clause 508 (including cost of bitumen)

providing and laying seal coat the voids in a bitumenous surface to specification levels grade &cross fall using type B as per technical specifiction clause 510 (including cost of bitumen)