NH 5A to Kuarpal Road _Road_Pothole repair by BUSG Renewal coat PMC , SC and Retaining wall0.000 to 0.258 0.300 to 0.450

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 of MoRD & as per direction of the Engineer-in-Charge.

Supplying all materials Labour T&P for scraping cleaning the road surface applying tack coat using 3.0 Kg of bitumen for 10 Sqm and laying 37.5 mm thick built up spray grouting in one layer using 0.45 cum of 25 mm to 40 mm size hard granite metal and 12.00 Kg penetration grade of bitumen for 10 Sqm with 0.12 cum of 12 mm size hard granite chips as key stone for 10 Sqm spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machineries complete as per specification and direction of Engineer-in-Charge.

Providing and applying tack coat over prepared surface using 60/70 grade bitumen removal of binding materials with wire brushes etc. complete for finished item of work including all cost of all materials and labour T&P etc. complete as per specification and direction of the Engineer in Charge.

Labour for laying 20 mm thick premix carpet using 0.27cum of 13.2mm to 5.6 mm size crushed stone chipping and 14.60 kg. penetration grade of bitumen for 10 sqm including hand packing to proper camber and consolidation with PRR including hire and running charges of PRR, hot mix plant, bitumen boilers and all other T & P articles including all cost of all materials, labour, royality to site as per specification and direction of the Engineer-in-charge etc complete.

Providing 6 mm thick pre coated seal coat type "B" laid to specified levels grade and cross fall using 6.70 mm size CBHG chips of 0.06 cum and bitumen of 60/70 grade @ 6.80 kg for 10 sqmt including hire and running charges of PRR and all other T&P articles including labour, cost conveyance, royality, taxes and all other materials required for the work etc. complete as per specification and direction of Engineer in Charge.