Improvement of service road on Mahanadi right embankment from Sidhamula to Kumundi from RD 0.0Mtr to 5600Mtr in Khandapada block in Nayagarh District

Clearing grass and removal of rubbish up to a distance of 50 metres outside disposal of unserviceable materials with all leads ,lifts and delifts with cost of all labour T & P welfarecess etc.Complete as per the direction of the Engineer-in-Charge.

Earthwork in suitable type of soil in brrow area, loading into transport vehicle manually or mechanically and transportation of earth by mechanical means and unloading the same over the approved surface of the embankment in proper profiles with all leads, lifts and delifts etc. including rough dressing and breaking the clods to maximum 5cm to 7cm size including removal of roots, bushes, from transported earth with all cost, carriage, royality, labour welfare cess and laying in layers not exceeding 22.50cm in depth and ordinary compaction with PRR with hire and running charges of all machinaries with all labour, T&P required for the work etc. complete as per direction of the Engineer-in-charge.

Construction of granular Sub-base of providing close graded granular sub-base grading-III materials as per table 400-I and spreading in uniform layer with motor grader on prepared surface by mix in place method with rotovator and including watering and compacting to required density with P.R.R including cost, conveyance, royalty and all other taxes of all materials and cost of labour, T&P required for the work including hire & running charges of machineries with all leads, lifts and delifts and labour welfare cess etc. complete in all respects and as per specification and direction of the Engineer-In-Charge.

Providing,laying,spreading& compcting graded stone aggregte to wet mix macadum specification including premix the material mix plant , carriage of mixed material by tipper to the work site,laying in uniform layers with paver in sub-base/base course on the well prepared surface & compcting with vibratory roller to achieve the desired density as per clause-406 of MoSRT & H Specifiction for the road & bridge works(4th revision) including all cost,carriage,royalty &taxes etc all complete as per direction of E-I-C.

Providng & applying primer coat with bitumen emulsion on the prepared surface of granular base including clearing of road surface & applying primer @0.60 kg/sqm using mechanical means as per clause-502 of MoSRT & H specification for Road &Bridge works(4th Revision) including all cost, carriage, royalty & taxes etc all complete as per direction of EIC.

Providng & applying Tackcoat with bitumen using the emulsion pressure distributer @0.20kg/m2 on the prepared surface of bituminous/ granular base cleaned with mechanical broom as per clause-503 of MoSRT & H specification for Road &Bridge works(4th Revision) including all cost, carriage. royalty & taxes etc all complete as per direction of EIC.

Providing &laying of Bitumen Macadam with hot mix plant using crushed aggregates of grading-II (19 mm) premixed with bituminous binder of 60/70 (packed)penetration grade of bitumen, transported to work site,laid over a previously prepared surface with a hydrostatic Paver Finisher with the sensor control to the required grade, level,alignment and rolling with smooth wheeled,vibratory & tandem rollers to achieve the desired compaction as per clause-504 of MoSRT& H Specification for Road & Bridge works (4th Revision) including all cost, carriage,royalty& taxes etc all complete as per direction of the EIC

Providing &laying Semi Dence Bituminous Concrete with batch type hot mix plant using crushed aggregates of grading-II (10 mm), premixed with bituminous binder of 60/70 (packed)penetration grade of bitumen, transporting the hot mix to work site,laying with a hydrostatic Paver Finisher with the sensor control to the required grade, level,alignment and rolling with smooth wheeled,vibratory & tandem rollers to achieve the desired compaction as per clause-504 of MoSRT& H Specification for Road & Bridge works (4th Revision) including all cost, carriage,royalty& taxes etc all complete as per direction of the EIC

Collecting & supplying approved quality of moorum from approved quarry and stacking at work site in regular stacks of 1.50 x 1.50 x 0.50m to be measured as 1.00 cum for premeasurment including cost, carriage royalty of materials and conveying from stacks and spreading on road surface and consolidation with P.R.R. including hire & running charges of PRR and taxes of all materials complete as per direction of the Engineer-in-charge.