Resurfacing of SH 62 from Km 98.14 to 108.00 Haveri Sagar section connecting via Lingapura Chikkeruru Hirekaruru Shiralakoppa in Sagara constituency Shivamogga District. (Job No.CRIF-KNT-2026-27-096)

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

Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. 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 up to 1000m including all labour, load, unload, usage charges of all machinery etc., complete all other incidental charges complete as per standard technical detailed specification and design and directions of the Engineer-in-charge of the work.

Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth wheeled roller, complete as per clause 310, including all labour, usage charges of all machinery, materials 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.

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 200mm 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 Wet Mix Macadam (Plant Mix Method), 250 mm 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.

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, loading & unloading Transportation charges etc., complete, all other incidental charges , as per standard technical detailed specification and design and directions of the Engineer-in-charge of the 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, with all lead & lift, transportation 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.

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 labour, load, unload usage charges of all machineries etc., complete. A. Mechanical Means 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.