Sunareddy to Jaganathapur_Road_ WMM, SDBC ,Retaining wall_0.000 to1.230

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 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 laying tack coat over the prepared surface of penetration grade of bitumen (80/100) 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-chargeOver grannular surface 3.00 Kg/10 sqm.

Over grannular surface 2.00 Kg/10 sqm

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 and P and Cess required for the work complete in all respects as per direction of the Engineer-In-Charge.

Providing and laying laterite moorum of approved quality from approved quarry satisfying P.I value not more than 6 and CBR value more than 20 spreading on road surface to required slope and camber including watering and compacting to the required density in OMC with 8T-IOT PRR to the required thicknes including cost, conveyance, Royalty, DMF, EMF and Additional Charges T and P of all materials required for the work with hire and running charges of PRR and 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

Earth work in excavation of foundation in all kinds of soil including hard moorum, stoney earth mixed with doublers except sheet rock and boulders requiring blasting with all leads and lifts including dressing and leveling the bed and depositing the excavated earth at places away from work site with all leads and lifts including Cess and cost of all labour T and P and dewatering if required for the work etc. complete and as per specification and direction of Engineer-In-Charge

Supplying and filling in foundation and plinth with sand in 23.5 cm thick layers including watering and ramming with all cost, conveyance, Royalty, DMF, EMF and Additional Charges of all materials, and labour with T and P required for the work including Cess etc complete. Measurement will be taken on finished compacted section only as per direction of Engineer-in-Charge.