Renewal of road on State Highway-49 from Km. 73.73 to 85.00 from Kampli Taluk border to Rudrapada Village, Sandur-Siruguppa Road, Siruguppa Taluk, selected reaches. Job no. 132

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 including all labour, loading, unloading, usage charges of machinery, all lead and lift with all other incidental charges etc., complete, as per the specification and as per direction of the Engineer-In-Charge for successful completion of work By Mechanical Means, In area of Light jungle.

Surface Drains in Soil New:- Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment including all lead, lifts, all labour, usage charges of all machinery etc., complete, all lead and lift with all other incidental charges etc., complete. as per the specification and as per direction of the Engineer-In-Charge for successful completion of work.

Scarifying the existing bituminous 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, complete all lead and lift with all other incidental charges etc., complete, as per the specification and as per direction of the Engineer-In-Charge for successful completion of work

Excavation for roadwork in soil by hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location, complete, including all labour, load, unload, usage charges of all machinery, etc., complete, all lead and lift with all other incidental charges etc., complete, as per the specification and as per direction of the Engineer-In-Charge for successful completion of work.

Wet Mix Macadam (Plant Mix Method): 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 with all lead, lifts etc., complete with all incidential charges as per the specification and as per direction of the Engineer-In-Charge for successful completion of work. As per job mix.

Providing and applying primer coat with SS1 bitumen 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, lighting, barricading, guarding, with all lead, lift, loading & unloading etc., all other incidental charges etc., complete with all incidential charges as per the specification and as per direction of the Engineer-In-Charge for successful completion of 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, lighting, barricading, guarding, with all lead, lift, loading & unloading etc., all other incidental charges etc., complete with all incidential charges as per the specification and as per direction of the Engineer-In-Charge for successful completion of work.

Providing and laying Dense Graded Bituminous Macadam with Higher capacity batch 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 percent by wieght 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 repects including cost of all materials, labour, usage charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc complete, Grading-II 50-75mm compacted thickness, all other incidental charges etc., complete as per the specification and as per direction of the Engineer-In-Charge for successful completion of work.

Providing and applying tack coat with VG-10 grade bitumen using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous 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 all lead and lift, including cost of all materials, labour, usage charges of all machinery, lighting, barricading, guarding, loading & unloading etc., all other incidental charges etc., complete as per the specification and as per direction of the Engineer-In-Charge for successful completion of work.

Bituminous Concrete 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 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, labour, usage charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc complete, including with all lead and lift (Compacted thickness).30-40 mm compacted thickness as per job mix, all other incidental charges etc., complete as per the specification and as per direction of the Engineer-In-Charge for successful completion of work.