Road Renewal work on the Left bank of Manikpur Dy.from km.14.800 to km.15.520

E/W in bank repairing/filling both side edgs of road with compaction and dreessing complete in all respect.

Brick edgeing on both sides of the road of brick class 150, 8cm wide and 12cm deep laid with mortor including labour & supply of bricks finised to required template in proper alignment including dressing & ramming of the excavated earth, as per direction of engineer in charge with all material, labour & T & P etc. for proper completion of the work.

Construction of Granular Sub -Base by providing coarse aggregate material,spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at O.M.C and compacting with vibratory roller to achieve the desired density for Grading 1 as per MoRD Specification as per clause 401

Providing, laying, spreading and compacting stone aggregates of 63-45 mm sizes to water bound macadam G-2 specification including spreading in uniform thickness, hand packing, rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density for Grading 2 as perTechnical Specification clause -405.30

Providing, laying and spreading compacting stone aggregate of 53-22.4 mm sizes to WBM G-3 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 80-100 KN in stages to prper grade and camber, applying and brooming requisite type of screening/ binding material to fill up the interstices of course agrregates watering and compacting to the required density for grading 3 as per MoRD specification

Providing and applying prime coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means,

Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of .30 kg per sqm on the prepared bituminous/granular surface cleaned.

Providing , laying, and rolling of open graded premix, surfacing of 20mm thickness composed of 13.2 mm to 5.6 mm aggregate either using penetration grade bitumen or cutback or emulsion to required line, grade an level to serve as wearing course

Providing and laying seal coat type C sealing the voids in a bituminous surface laid to the specified levels,