Widening and Strengthening of Pachokhra Narkhi Bartara Road km 15 to 21 730

Construction of Embankment and earthen shoulders 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 Ref.M 305 ,table No. 300-2 (including cost of all material Labour, T&P etc. but excluding GST)

Construction of Embankment and Earthen Shoulders. Construction of Embankment and earthen shoulders 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 Ref.M 305 ,table No. 300-2 but carted earth from a distance of 5 KM. (including cost of all material Labour, T&P etc. but excluding GST)

Excavation in Soil with Dozer with lead upto 1000 metres Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Ref.M 301 (including cost of all material Labour, T&P etc. but excluding GST)

Extra Cost for Earth Work in embakment Mechanically compacted to 95% proctor density In ordinary soil, excavation to be done form of regular pits not exceeding 0.5mtr in depth and work in embankment to be in 20cm layer including ramming and dressing pulverization surfacing including Supply of Labour, T&P, Roller and water sprinkler etc. SOR Ch-4 SI No. 253(A) (including cost of all material Labour, T&P etc. but excluding GST)

Granular Sub-Base with Graded Material (Table:- 400-1) Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (B) By Mix in Place Method (including cost of all material Labour, T&P etc. 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 with uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density (Plant Mix Method) Laying Using Mechanical Paver Ref.M 4.14 (406 )(A) (including cost of all material Labour, T&P etc. but excluding GST)

Providing and applying primer coat with SS1 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 cost of all material as per Morth SR No-5.01 (502 A) Labour, T&P etc. but excluding GST)

Providing and laying dense graded bituminous macadam grading-2 with higher capacity TPH hot mix plant 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 (B) complete in all respects. (including cost of all material Labour, T&P etc. but excluding GST)

Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion (VG-10) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per Morth SI No. 5.02(503) (I) (including cost of all material Labour, T&P etc. but excluding GST)

Bituminous Concrete Grading 2 Providing and laying bituminous concrete with higher capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 percent of 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. 507 (B) complete in all respects (GR-II) (including cost of all material Labour, T&P etc. but excluding GST)