SR to PWD road to Barkola for the year 2025-26

Clearing & grubbing road land including uprooting rank 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 & stacking 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.

Labour for scraping cleaning the road suface 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 but excluding cost and conveyance of bitumen ,metal and chips complete as per specification and direction of Engineer in charge.

Providing and applying tack coat using bitumen @0.2 / 0.30 / 0.40 Kg per sqm on the prepared bitumenous surface / granular base treated with primer . Granular base (not primed) cleaned surface including cot of all materials, labour, T & P etc complete as per the specification and direction o the Engineer-in-Charge

Providing & laying 20mm thick premix carpet using 0.18 Cum of 13.2 mm and 0.09 cum of 11.2 mm size chips for 10sqm on road surface using 14.60 Kg. penetration grade of bitumen (60/70) for 10 Sqm over the prepared surface including hand packing to proper camber and consolidation with PRR inclusive of hire and running charges of PRR, bitumen mixtures, tar boilers and all other T&P articles and also including cost conveyance royalties & taxes of chips and bitumen with cost of all labour charges & cess etc complete as per specification and direction of the Engineer-in-Charge.

Providing and laying 6mm thick pre-coated seal coat type ‘B’ using 0.06 cum of 6.7 MM size h.b.g. chips and down graded as per sieve analysis per 10 Sqm and 6.8 Kg of bitumen(60/70) for 10 sqm on the road surface area & rolling with PRR including hire and running charges of PRR and all other machineries, cost, conveyance & royality of maxphalt, 6mm size hard black granite chips with all labour, T&P and Cess required for the work etc complete as per specification & direction of Engineer-in-Charge.

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.