Patch repair work from kotwali to hatiya and birhana road (ganga mela route) Under Zone-1

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.

Construction of granular sub base (GSB) by providing coarse graded material, spreading in uniform layer with mortor grader on prepared surface, mixing by mixin place method with rotovator at OMC and compacting with viberatory roller to achieve the desired density as per clause 401.

Providing and applying Tack coat with birumin using (VG-10 )bitumin pressure distrubutor at the rate of 0.30 kg per sqm on the prepared bitumin/granular surface cleaned with machanical broom

Dense Graded Bituminous Macadam (DGBM) Providing and laying dense Graded bitumiour macadam with 60-90 TPH batch type HMP producing an average out put of 75 tonnes per hour crushed aggregates of specied grading premixed with bitumoour binder @ 4.5 per cent by weight of total mix and riller transportng the hot mix to work site laying with hydrostatic pevar finishier with sensor control to the required garde level and aligment rolloing with smooth wheeled vibraory and tandam rollers to achieve the desired compation as per MORTH specification clause no 507 complete in all respects

Providing and laying Btuminous Concrete (BC) with computrised HMP type hot mix plant producing an compliete in respects.

Cartage of earth up to 3.00 km etc. comp work

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