NH 217 to Pudingi Road Asset_Road_one layer metaling with SDBC_0.000 to 1.500

Earth work in stoney earth and gravels mixed with stone boulders not exceeding 0.014 cum in volume within 50m. initial ead and 1.5m intial lift including rough dressing and breaking clods to maximum 5cm to 7 cm and laying in layers not exceeding 0.3m in depth and as per specification approved by the department.

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 of Engineer-in-charge.

Providing Cement Concrete 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- charge open foundation

InSubstructure

Providing weep holes in abutments and wing walls using 10 CM dia AC pipes including metal spall backing in rear side etccomplete including centering and shuttering if required, with cost, conveyance of all materials, labour with T and P, Cess, required for the work and as per direction of EIC.

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 and 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 and gravels mixed with stone boulders not exceeding 0.014 cum in volume within 50m. initial ead and 1.5m intial lift including rough dressing and breaking clods to maximum 5cm to 7 cm and laying in layers not exceeding 0.3m in depth and as per specification approved by the department.

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 granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per MoSRT and H Specifications for Road and Bridge works 4th Revision.