Improvements to SH-106 from Km 32.00 to 42.00 Horanadu connecting Baluru Handpost via Kalasa Selected Reaches Working Chainage From km 32.00 Km to 38.00 Km Job No.86

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 machinery etc., complete. All other incidental charges, as per the direction of Engineer-In-Charge of the work. (for new roads) ii) (A) By Mechanical Means in 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 within including all lead, lifts, 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. Mechanical Means

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. All other incidental charges, as per the direction of Engineer-In-Charge of the work. By Mechanical Means using Hydraulic excavator.

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. All other incidental charges, as per the direction of 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, spredding 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-V Material ( Close graded) Plant Mix method

Providing, laying, spreading and compacting graded stone aggregate as per table 400-12 & 400-13, to wet mix macadam specification includingpremixing 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. All other incidental charges, as per the direction of Engineer-In-Charge of the work. (Compacted thickness) B Laying using Grader

Providing and applying primer coat with SSl 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, lead, lift, loading & unloading etc., complete. All other incidental charges, as per the direction of 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. 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 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. 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.