NH-16 to Tarinipalli Via Khandadeuli Road Asset_Road_SDBC_3.000 to 6.000

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.

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

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 machineries including all labour, T and P and cost, conveyance Royalty, DMF, EMF and Additional Charges and of all materials required for the work with Cess etc complete in all respect as per specification and direction of the Engineer-in-charge.Gr-iii

Providing and applying primer coat with bitumen emulsion on prepared surface of granlar base including clearing of road surface and spraying @ 0.60 kg/sqm using mechanical means as per clause 502 of MoSRT and H etc. complete as per direction of the Engineer-in-Charge.

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,scraping and cleaning the road surface for37.50 MM thick BUSG applying tack coat using 3.0 Kg. of bitumen for 10 Sqm and laying37.50mm thick built up spray grouting in Onelayerusing 0.45 cum of 25mm to 40mm size hard granite metal and 12.00 kg penetration grade of bitumen(80/100) for 10 sqm with 0.12 cum of 12mm 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 and including cost and conveyance bitumen, metal and chips with all labour, T and P and Cess etccompleted as per specification and direction of Engineer-in-Charge.

Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen,transporting the hot mix to work site,layingwith a hydrostatic paver finisher with sensor control to the required grade,level and alignment and rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT and H Specification for road and Bridge works (4th Revision) with cost,conveyance,Royalty, DMF, EMF and Additional Charges ,including cost of all labour,T&P and Cess required for the work complete in all respects as per 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.