Maintenance of road from Makoli to Karipani under SDOCM.

Amount

Granular sub-base with close graded material ( Table:400-1) plant mix method: Construction of granular sub-base by providing close graded material,mixing in a mechanical mix plant at OMC ,carriage of mixed material to work site,spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density ,complete as per clause 401:for grading -II material

Bitminous macadam :Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous inder,transported to site ,laid over a previously prepared surface with paver finisher to the required grade,level and alignment and rolled as per clause 501.6and 501.07 achieve the desired compaction: for grading II(19mm nominal size).

Bituninous concrete :Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of grading ,permixed with bituminous binder @5.4 to 5.6 per cent of mix and filler,transporting the hot mix to work site,laying with a hydrostatic paver finisher with sensor control to the required grade ,level and alignment ,rolling with smooth wheeled ,vibratory and tandem rollers to achieve the desired compaction as per Morth specification clause no.509 complete in all respects.:for grading-I(13 MM nominal size).

Maintenance of earthen shoulder ( Filling with fresh oil) making up loss of material /irregularities on shoulder to the design level by assing fresh approved soil and compacting it with appropriate

Excavation in soil by manual means:Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres.

Total impact of GST for the purpose of CTC

M/S SUMAN KUMAR RAI

Mantu Mishra