WIDENING AND STRENGTHENING OF BILRAYA PANWARI ROAD (NH 330D) KM 161 ITAULI BRIDGE TO BALAJI TEMPLE SITUATED IN KHETUI VIA MOHIPURI MADARA ROAD (LENGTH 6.60KM) IN DIST. HARDOI WITH FIVE YEAR MAINTENANCE.

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 upto 1000 m. (including Labour Cess but excluding GST)

Construction of embankment with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No 300.2 (Compaction only) (including Labour Cess but excluding GST)

Construction of embankment with approved material obtained from pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No 300-2 (including Labour Cess but excluding GST)

Construction of subgrade and earthen shoulders with approved material obtained from pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No 300.2 (including Labour Cess but excluding GST)

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. (including 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 Cess but excluding GST)

Providing, laying, spreading and compacting graded stone aggregate 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 with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (including Labour Cess but excluding GST)

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.90 kg/sqm using mechanical broom. (including Labour Cess but excluding GST)

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 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 Labour Cess but excluding GST)

Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.20 kg per sqm on the prepared surface cleaned with hydraulic broom . (including Labour Cess but excluding GST)