Construction of Approach Road from Bijupattnaik Road to 1000 seated workers Hostel at Kalinganagar District Jajpur

Road Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Loosening minimum 150mm thich,levelling compacting original ground supporting embankment to facilitate construction of earthen embankment,sprinkling water to OMC and compacting by rolling as to achieve minimum required density table 300-1,300-2 in embankment construction as per technical specification CL.305.3.4 of specification for road and bridge works MORT& H (5th revision& complete including full compensation all operations ,all inclusive coasts,contigencies,incidentals involved for finished defect free item of work complete to specification as per direction of Engineer-in-charge.(Excluding GST)

Construction of embankment with cutting materials obtained from borrow pit, including spreading in layers to achieve maximum approved compacted thickness, levelling, grading as per approved drawings to the required slop, camber & watering, compacting to meet required density etc complete as per clause 305 of specification for road & bridge works MORT&H (5th revision) including full copensation to all & inclusive cost of all labour, materials, hire charges of plant & machineries, all contingencies, incidentals involved for the finished operetions defect free item work to specification complrtr & direction of EIC.(Excluding GST)

Construction of granular sub-base by providing Close graded Granular subbase 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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for Road & Bridge works (4th Revision).(Excluding GST)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works excluding GST.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Clause 502 of MoRT&H specification for road and bridge works (4th revision).(Excluding GST)

Providing and laying Bituminous macadam with hot mix plant using crushed agreegates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired comaction as per Clause 504 of MORT&H specification for road and bridge works (4th revision).(Excluding GST)

Providing and applying tack coat with bitumen emulsion pressure distributor at the rate of 0.20 kg bituminous/ granular surface cleaned with mechanical broom as per Cluse 503 of MoRT&H specification for road and bridge works (4th revision).(Excluding GST)

Providing and laying semi dence bituminous concrete with batch type hot mix plant using crushed agreegates 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 and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired comaction as per Clause 508 of MORT&H specification for road and bridge works (4th revision).(Excluding GST)

laying Spreading moorum sub-base in layers not exceeding 100 mm watering and compacting to the required density in O.M.C with PRR in both side berm including cost,conveyance,royalty and taxes of all materials,cost of all labour,T&P etc.but excluding GST as required for the work complete as per the direction of Engineer-in-Charge.