Kansar to Khajurikhaman_Road_SDBC_0.000 to 2.980

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 etc. complete as per specification and direction of the Engineering in charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of stone screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MORD etc. complete and as per direction of Engineer in Charge. I.R.C. Grade-lll metal (25mm to 50mm)

Labour for applying primmer coat with Bitumen Emulsion ( SS-1 ) with all cost conveyance ,labour T&P 4.0kg of bitumen per 10sqm etc. complete as per direction of the Engineer in Charge.

Labour for applying Tack coat using Emulsion including cost of Emulsion Labour etc complete as per direction of the Engineer in Charge.

Labour for laying 20mm thick premix carpet using 0.27cum of 13.20mm to 5.60mm size crushed stone chipping and 14.60kg penetration grade of bitumen for 10sqm including hand packing to proper camber and consolidation with PRR including hire and running charges of PRR,hot mix plant,bitumen boiller and all other T&P articles including cost and conveyance of chips and bitumen complete as per specification and direction of the Engineering in charge.

Labour for laying 6mm thick precoated sealcoat Type-B using 6.8kg Bitumen and 0.06cum of 6mm size chips per 10 sqm etc. complete as per direction of the Engineering in charge.

Conveying from stacks and spreading moorum on road surface to proper thickness and camber for topping including cost and carriage of materials etc.complete as per direction of Engineer in charge .