Improvement of hmp thrugh damage road work from nirala nagar malikpuram Under Ward-07 Zone-5

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soll as directed, within a lead of 50 m.including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil.

Construction of Granular sub base ( G.S.B. ) by providing closed graded material spreading in unifrom layer with motar grader on prepared surface mixing by mix in place menthod with totavator at OMC and compaciting with vibratory roller to achieve the desired density complete in MORTH & H specification 401

Providing laying spreading and compacting graded stone aggregate to Wet mix macadam ( W.M.M. ) specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in unifrom layers with pavev in sub base coures on well prepared surface and compacting with vibratory density.

Providing and laying primer coat etc. all comp.

Providing and Applying Tack coat with bitumen using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bitumious / granular surface cleaned with machanical broom.

Proving and laying Dense Graded bituminous macadam (D.G.B.M ) with 60 - 90 TPH batch type HMP producing an average output of 75 tonnes per hour crushed aggregates of specified grading premixed with bituminous binder @ 4.5 % by weight of total mix and filler tranporting the hot mix to work site laying with hydrostatic pawer finisher with sensor control to the required grade. level and alignment and rolling with smooth wheeled vibratory and tandem rollers to acheive the desired specification .

Providing and laying Bituminous Concrete (B.C.) concrete with computerised HMP type hot mix plant producing an average output of 75 tonnes per hour crushed aggregates of specified gradingto premixed with bituminous binder (CRMB-55) @5.4 % of mix filler Transporting the hot mix to work site laying required grade level and alignment and rolling with smooth wheeled vibratory and tandem rollers to acheive the desired.

Disposal of surplus earth upto 3km. Including loading & unloading etc. all complete

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