Old Jagannathsadak to Nagapursasan_Road_SDBC, Protection wall-400 mtr-3.000 to 3.800

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of grith upto 300mm removal of stumps of such trees cut earlier and disposal of unserviceable materials by manual means andstacking of serviceable materials to be used or auctioned upto a lead of 1000m incuding removal and disposal of top organic soil not exceeding 150mm in thickness as per direction of Engineer-in-charge.

Earth work in excavation of foundation in hard soil with all leads and lift including rough dressing breaking clods and leveling bed and depositing the excavated materials away from the working area etc. complete as directed E.I.C.

Providing granular sub-base by providing close draded granular sub base Grading -III material as per table 400-1 spreading in uniform layers with motor grader on prepared surface , mixing by mix in place method with vibrator at OMC and compacting with vibrator roller to achieve the desired density complete as per clause 401 of MoSRT&H specification of road & bridge works

Providing laying spreading & compacting graded stone aggregate to WMM specification incl premixing the material with water at OMC in mech mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to achieve the desired density as per clause 406 of MoSRT &H Specification for Road & bridge works

Providing and apppying Primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60kg per sqm using mechanical means as per clause no 502 of MoSRT&H Specification for road & Bridge works (4rth Revision)

Providing & applying tack coat over the bituminous surface with bitumen boiler fitted with spray set using 0.20Kg / Sqm. area including clearing the surface etc. complete for finished item of work induding cost, conveyance, royalty, taxes, labour, T&P, all other matermls required for the work etc. complete as per direction of the Engineer-incharge.

Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, 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 wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision)