Improvements to road connecting from Beguru NH-173 to Macherige SH-152 from Km 12.00 to 19.74 via Asandi, Arehalli, Bisilere, Aladahalli, Biluvala, M Kodihalli selected reaches in kadur Taluk and Chikkamagaluru District Job No.87

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 by (Tractor) 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, hire charges of all machineries etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. (For new road) - In area of light jungle by Mechanical means

Removal of Unserviceable Soil with Disposal  -Removal of unserviceable soil including excavation, loading and disposal but excluding replacement by suitable soil which shall be paid separately as per clause 305 including all labour, usage charges of all machinery etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work.

Excavation in Soil using Hydraulic Excavator and Tippers with Disposal  -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, with all lifts and lead, including all labour, usage charges of all machinery etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work.

Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with Disposal -Excavation for roadway in ordinary rock with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections transporting to embankment location, within all lifts and including all labour, load, unload, usage charges of all machinery etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work.

Granular Sub-Base with Close /Coarse Graded Material - :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, as per the direction of Engineer-In-Charge of the work. (Compacted thickness) Grading-II Material (Close graded)

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 density of 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. All other incidental charges, as per the direction of Engineer-In-Charge of the work. (Compacted thickness). Laying Using Grader

Prime Coat over WMM/WBM-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, lesd & lift, loading & unloading etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work.

Tack Coat on Granular surfaces treated with primer -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, lead & lift, loading & unloading etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work.

Dense Graded Bituminous Macadam-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 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. All other incidental charges, as per the direction of Engineer-In-Charge of the work.

Bituminous Concrete-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 all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work.