Badabaranga Maisanapur road_Road_WBM-III and PMC,SC_5.200 to 7.000

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of treescut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 mtrs including removal& disposal of top organic soil not exceeding 150 mm in thickness including all labour, T and P, Cess, articles required for the work etc complete and direction of the Engineer-In-Charge.

Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 Meters including all labour T and P,Cess, articles required for the work etc complete as per direction of Engineer-in-charge.

Providing and laying 75mm compacted thickness of WBM specification with following size of IRC graded metal of approved quality from approved quarry and spreading on the road surface uniformly metal to specified thickness and hand packing the voids with small stones to proper camber and grade conveying moorum from stacks stacked at work site or at approved stacking yard including labour charges of moorum spreading over the metal surface filling the interstices of metal and consolidation with three wheeled steel Roller 8 to 10 tonnes in stage of proper grade and camber and turfedging including hire and running charges of Roller and all other

Providing and laying tack coat over the prepared surface of penetration grade of bitumen 60/70 after scrapping clearing the road surface with cost conveyance Royalty, DMF, EMF and Additional Charges T and P of bitumen and other all materials including hiire and running charges of Tar boiler and labour charges as required for the item of work etc complete including Cess as per specification and direction of Engineer-in-charge.Over grannular surface 3.00 Kg/10 sqm

Over grannular surface 2.00 Kg/10 sqm

Providing and 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 (80/100) 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 and P articles and also including cost conveyance Royalty, DMF, EMF and Additional Charges and of chips and bitumen with cost of all labour charges and 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 MMsize h.b.g. chips and down graded as per sieve analysis per 10 Sqmand 6.8 Kg ofbitumen(80/100) for 10 sqm on the road surface area and rolling with PRRincluding hire and running charges of PRR and all othermachineries, cost, conveyance and Royalty, DMF, EMF and Additional Charges ofmaxphalt, 6mm size hard black granite chips with all labour, T and P and Cess required for the work etc complete as per specification and direction of Engineer-in-Charge.

Providing and layinglaterite moorum of approved quality from approved quarry and spreading on road surface to required slope & camber including watering and compacting with H.R.R to the required density to required thickness including cost, conveyance,Royalty, DMF, EMF and Additional Charges T and P of all materials required for the work with Cess etc complete as per specification and direction of Engineer-in-charge.

Construction of embankment with approved material obtained from borrow ptis with all lead and lifts transporting to site by machanical means within a lead of 5Kms spreading,grading to required slope and compacting to meet requirements of table 300-2 and clause 305 of MOSRT and H specification including Royalty, DMF, EMF and Additional Charges charges and cost of all materials labour charges,machineries, T and P Cess etc required for the work complete as per direction of E.I.C