Maintenance/ Upgradation of Bituminous Concrete Road and Interlocking Tile Works of Roads no-4, 5, 6, 7 and 8 of I.A. Bhogaon Distt- Mainpuri.

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately By Mechanical Means Bituminous courses

Cleaning Jungles including uprooting of rank vegetation grass, bushes, wood trees and sapling of girth upto 30cm measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50 meters out side the periphery of area cleared.

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.50 m.

Earth work in filling by cartage Earth Work including Labour T&P Cartage etc, complete as per directed by the Engineer-In-charge.

Extra cost for Earth work in embankment mechanically compacted to 95% proctor density In ordinary soil, excavation to be done form of regular pits not exceeding 0.5mtr in depth and work in embankment to be in 20cm layer including ramming and dressing pulverization surfacing

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at ONIC, arrd compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification clause 401.

Providing and laying Spreading and compacting graded stone agrregate to wet mix mecadam specification including premixing the material with water at OMC in mechanical mix plant carriege of mixed materialby site laying in uniform layers with paver in sub /base course on well.

Providing and applying Prime Coat with bitumen VG-10 on prepared surface of granular base including clearing of raod surface and spraying primer at the rate of .70 Kg/sqm using mechanical meanc

Providing &laying dense garded bitumenous macadam with higher capacity batch type HMP using crushed aggregates of specified grading premixed with the bituminous VG-30 binder @4 percent by weight pf total mix and filler ,transporting the hot mix to work site ,laying with the hydrostic paver finisher with sensor control to the required grade , level and alignment rolling with smooth wheeled vibratory and tendam rolloers to achieve the desired compaction a per MoRT&H Specification Clouse 505 Complete in all respects.

Providing and applying tack with bitumen VG-10 using Bitumen ,pressure distriubutor @ 0.2kg per sqm on the prepared bitumenous /granular surface cleaned with mechanical broom.