Chandol village to Ananatapur Road__BUSG,PMC and Seal Coat0.100 to 0.750 1.850 to 2.558

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 by manual means 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. & as per direction of the Engineer-in-Charge.

Labour for scraping cleaning the road surface applying tack coat using 3.0of bitumen for 10sqm and laying 37.5mm thick built up spray grouting in one layer usiung 0.45 cum of 25mm to 40mm size H G Metal and 12.00 kg of bitumen for 10sqm with 0.12 cum of 12mm size H G chips as key stone for 10sqm spreading and laying including heating pouring and spreading over and spreading bitumen metal and chips and rollingwith PRR including hire and running charges of PRR and all other machinaries and etc.complete as per Specification and as per the direction of the Engineer-in-Charge.

Providing and applying tack coat using bitumen of 60/70 grade @ 0.2kg per sqm on the Normal bitumenous surface with hydraulic brooms including all cost, carriage, royality of all materials and labour T & P . etc. completeas per specification and direction of the Engineer-in charge

Providing and laying 20mm thick Open graded premix carpet using 0.27 cum of 13.20mm 5.06mm size CBHG stone & 14.60 kgs 60/70 grade bitumen for 10sqm including hand packing toproper camber and consolidation with P R R including hire and running charges of P R R,,H.M.P. tar boiler all other T & P articles with cost,carriage, royality of all materials etc.complete for finished item ofwork as per specification and direction of the Engineer-in- charge

Providing 6mm thick pre-coated seal coat type "B" laid to the specified levels grade and cross fall using 6.70mm size CBHG Chips of 0.06cum and ,bitumen of 60/70 grade @6.80kg for 10.00 sqm including hire and running charges of P R R ,H.M.P.and all other T & P articles including labour , cost,conveyance , royality, taxes and all other materials reuired for the work etc.complete as per specification and direction of the Engineer-in- charge

Earth work in embankment in ordinary soil within 50m initial lead and 1.5m initial lift including rough dressing and breacking clods to maxmimum 5cm to 7cm size and laying in layers not exceeding 0.3m depth and etc.complete as per specification and direction of the Engineer-in- charge.