Alinagar Sindhitali Mathana Jogawa Narayanpur Marg Ka Chaudikaran and Sudrinikaran Ka kary

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 carf earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Excavation for roadwork in soil with 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 within all lifts and lead upto1000m (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

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 embankment construction (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

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 labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Wet Mix Macadam (Plant Mix Method) mix Providing, laying, spreading and compacting graded stone aggregate to wet macadam specification including premixing the Material with water at Oмс in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Providing and applying primer coat with SS grade bitumen emulsion 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. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Providing and laying dense graded bituminous (Grade-II) macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4 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 labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Providing and laying bituminous concrete with higher capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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 labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)