Alarigada to Khairabethi road._Road_SDBC_0.000 to 2.100

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of treescut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 mtrs including removal& disposal of top organic soil not exceeding 150 mm in thickness including all labour, T and P, Cess, articles required for the work etc complete and direction of the Engineer-In-Charge.

Earth work in hard soil or gravelly soil with all leads and lifts including rough dressing and breaking clods to maximum size of 5cm to 7cm and laying in layers not exceeding 0.30 M (1-0) in depth with all labour, Cess and T and P etc. complete including Royalty, DMF, EMF and Additional Charges charges required for the work as per direction of Engineer-in-charge.

Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 Meters including all labour T and P,Cess, articles required for the work etc complete as per direction of Engineer-in-charge.

Providing,laying,spreading and compacteing 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 sub-base/base couece on well prepared surface and compacting with vibratory roller to achieve the desirde density.with cost,conveyance,Royalty, DMF, EMF and Additional Charges ,including cost of all labour,T and P and Cess required for the work complete in all respects as per direction of the Engineer-In-Charge.

Providing and applying primer coat with bitumen emulsion on prepared surface of granlar base including clearing of road surface and spraying @ 0.60 kg/sqm using mechanical means as per clause 502 of MoSRT and H etc. complete as per direction of the Engineer-in-Charge.

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,layingwith 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 compaction as per Clause 508 of MoSRT and H Specification for road and Bridge works (4th Revision) with cost,conveyance,Royalty, DMF, EMF and Additional Charges ,including cost of all labour,T and P and Cess required for the work complete in all respects as per direction of the Engineer-In-Charge.

Earth work in hard soil or gravelly soil with all leads and lifts including rough dressing and breaking clods to maximum size of 5cm to 7cm and laying in layers not exceeding 0.30 M (1-0) in depth with all labour, Cess and T and P etc. complete including Royalty, DMF, EMF and Additional Charges charges required for the work as per direction of Engineer-in-charge.

Providing and filling manualy with aproved quality of sand in layers not exceeding 150mm thick including watering ramming to proper density with cost,conveyance, Royalty, DMF, EMF and Additional Charges , of all materials and cost of alllabour and T and P as required for the item of work including Cess etc complete as per specification and direction ofEngineer-in-charge.

Providing Cement Concrete (1:3:6) with 40mm size clean hand broken granite metal of approved quality from approved quarry includinghoisting lowering and levelling in position to required level in each layer not exceeding 15cm thick in foundation including frame work where neCessary ramming using vibrator to proper slope and levelling curing dewatering with cost conveyance Royalty, DMF, EMF and Additional Charges , labour of all materials and including hire and running charges of machineries T and P required for the work including supplying and working of pumps and Cess as per the specifiction and direction of Engineer-in- chargeOpen Foundation

substructure