RD road to Niranjanpur _Road_One layer metalling,SDBC, Profile correction0.000 to 1.000

Clearing & grubbing road land including uprooting wide vegetation ,grass,bushes,shrubs,saplings & trees girth upto 300 mm, removal of stumps of such trees cut earlier & disposal of unserviceable materials by manual means & stachking of serviciable materials to be used or acutioned upto a lead of 1000 m including removal & disposal of top organic soils not exceeding 150 mm in thickness as per technical specification clause 210 & as per direction of the 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 depth & as per the direction of the Engineer-in-charge. Earth work excavation in foundation in Ordinary soil or gravelly soil within 50 m initial lead & 1.5 m initial lift including rough dressing & breaking clods to maximum 5 cm to 7 cm & laying in layers not exceeding 0.3 m in depth & as per the direction of the Engineer-in-charge.

Construction of granular sub-base by providing close graded granular sub base Grading-III material as per table 400-1 , spreading in uniform layer with motor grader on prepared surface ,mixing by mix in place method woith rotavator at OMC and compacting with vibratory roller to achive the desired density complete as per clause 401 of MoSRT&H Specifications for road & bridge works (4th revision)

Providing, laying, spreading & 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 sub base/base course on well prepared surface & compacting with vibratory roller to achieve the desired density as per clause 406 of MoSRT&H specifications for road & bridge works.(4th Revision)

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 MoSRT&H specification for road and bridge works (4th Revision).

Providing and applying tack coat using bitumen @0.2 / 0.30/.4kg per sqm on the prepared bitumenous surface/granular base treated with primer/ granular base (not primed) cleaned surface including cost of all materials, labour , T&P etc. complete as per the specification and direction of the Engineer-in-Charge. For Normal bituminous surface

For Granular base treated with primer

Providing and laying bituminous macadam with hot mix plant using crushed aggregates 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 achive the desired compaction as per clause 504 of MoSRT&H specificaion for road and bridge work (4th Revision).

Providing and laying semi dense graded bituminous concrete wth batch type hot mix plant using crushed agreegate of specified grading , Premix with bituminous binder of 60/70 penetration grade of bitumen ,transporting the hot mix to work site,laying wiyh a hydrostatic paver finisher with sensor control to the required grade , level and alignment, rolling with smooth wheeled ,vibratory and tandem rollers to achive the desired compaction as per clause 507 of MoSRT&H specification for the road and bridge work .

Providing the road surface in the both sides of berm manually with approved quality of moorum including all labour charges for spreading, laying, levelling for the work including cost, conveyance, royality and taxes of all materials, finished item of works as per the specification and direction of the Engineer-in-Charge.