Improvement of hmp through road work from ratanla nagar axix bank dabauli to barra-4 rafaka nala Under Ward-34 Zone-5

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.

P/A OF2mm thick thermo plastic strips as per approved spacification lab mat.&T&P etc .all. Comp.

Solar cat eye solar road studs of powerfull mode with bright led light etc .all comp.

Earth work in excavation in trenches for foundation pipes cabel etc in ordinary soil (Loan clay or sand) including lift upto 1.5m. Lead upto 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the engineer i/c within a lead of 50m.SCH P.W.D -251

Earth work in cutting or in embankment in ordinary soil excavation to be done form of regular pits not excding 1/2M. in depth and work embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5m lift and 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. distance as directed by Engg. i/c.SI.No.253

construction of GRANULAR SUB BASE (G.SB) by providing closed greded material spreading in uniform layer with motar grader on prepared surface mixing by mix in place menthod with totavater at OMC and compacting with vibratory roller to achive to the desire density complete in MORTH &H-Specification 401