Highway connecting Lakmapur to Antharavalli Via Mudidoddikoppa, Huralikoppa, Kotipura, Anavatti , Haralikoppa, Kuppagadde, Thavanadi Bilavagodu , Kallambi, Gudavi, Kanthanahalli, Gunjanur in Soraba taluk.

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness including all labour, usage charges of all machineries Including cost and conveyance of all materials with hire charges of machinery and equipment, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. For New roads in area of light jungle by mechanical means

Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads including all labour, load, unload usage charges of all machinery etc., complete By Mechanical Means using Hydraulic excavator, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Compacting original ground supporting sub grade Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for subgrade construction including all lead, lifts, loading, unloading, all labour, usage charges of all machinery etc., complete.and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 including protection of edges of GSB layer, cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., complete, all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work. Grading-V Closed graded 150 mm compacted Thickness

Providing, laying, spreading and compacting graded stone aggregate as per table 400-12 & 400-13, to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired densityof 98% including protection of edges of WMM layer, cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., complete, Laying using Grader , 250mm Compacted thickness all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250 mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., speading, grading by motor grador, consolidation by roller including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. (New road formation) with all and lift and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Providing and applying primer coat with SS1bitumen emulsion complying IS-8887 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.as per table-500-3, including cost of all materials, labour, usage charges of all machinery, llead, lift, loading & unloading etc., complete, all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Providing and applying tack coat with bitumen emulsion(RS1) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, loading & unloading etc., complete, Including cost and conveyance of all materials with hire charges of machinery and equipment, with all lead & lift, loading and unloading charges, transportation charges, labour charges and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Dense Graded Bituminous Macadam-Grading II- Providing and laying dense graded bituminous macadam with higher capacity batch plant type HMP using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 grade paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects including cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, excluding cost of Primer/Tack coat 50-75 mm compacted thickness. and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Bituminous Concrete with Grading -II Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 grade paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler @2% by weight of agregate, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects including cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, excluding cost of primer/tack coat 30-40 mm compacted thickness and all other incidental charges etc., complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.