WIDENING AND STRENGTHENING OF LAJGHATA RAJWAPUR CHAUBISHWA ROAD (ODR) (LENTH 0.000 TO 9.685)

Earth work in embankment Km-1,6,7,8,9,10-685 in ordinary soil ( loam clay or sand) of apporach road mechnically compacted to 97% standared proctor density at omc including breaking of clods pulverising dressing the earth to required level and slopes and in layer not more than 20cm and compacted with power road roller in each layers. Earth shall be excavated from out side of apporoch slopes and pit not exceeding 50cm in depth including all leads and lifts of earth and charges of watering and hire and fuel charges of road roller, all labour T&P etc required for proper completion of work as per MORT&H specification clause No. 305 complete in all respects Excluding G.S.T but Including All Taxes Labour Cass, Royality, Labour, Material & T&P.in all Aspects (Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P.)

Earth work in embankment in Km-2,3,4,5 and Earth work in Patri (0.000 to 9.685) ordinary soil ( loam clay or sand) of apporach road mechnically compacted to 97% standared proctor density at omc including breaking of clods pulverising dressing the earth to required level and slopes and in layer not more than 20cm and compacted with power road roller in each layers. Earth shall be excavated from out side of apporoch slopes and pit not exceeding 50cm in depth including all leads and lifts of earth and charges of watering and hire and fuel charges of road roller, cartage of not less than 3.00 km, all labour T&P etc required for proper completion of work as per MORT&H specification clause No. 305 complete in all respects Excluding G.S.T but Including All Taxes Labour Cass, Royality, Labour, Material & T&P.in all Aspects (Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P.)

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 upto 1000m as per MORT&H specification clause No. 301 complete in all Aspects (Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P.)

Compaction of Excavated of Earth work complete in all Aspects (Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P.)

Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. in all Aspects. (Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P.)

Construction of granular sub-base (Grade-1) by providing close graded material, spreading in uniform layers with 3.5 metre blade motor grader on prepared surface, mixing by mix in place method with 1 cum capacity front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRTH clause 401 With Design Job Mix Approved By Competent Authority complete in all Aspects. (Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P.)

CTB Stabilized W.M.M. (Plant Mix Method) 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 grader in sub- base / base course on well prepared surface also stabilized with 4% Cement and compacting with vibratory roller to achieve the desired density including curing for 14 days. in all Aspects. (Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P.)

Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical 100 tonne mix plant carriage of mixed Material by 10 cum capacity tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.complete as per MoRTH clause 406 With Design Job Mix Approved By Competent Authority complete in all Aspects. ( Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P.)

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. as per MoRTH specification clause No. 502 complete in all Aspects (Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P.)

Providing and laying bituminous concrete (Grade-II) thickness 30 mm with higher capacity batch type hot mix plant capacity 120 HMP using crushed aggregates of specified grading, premixed with bituminous VG-30 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 smooth wheeled, vibratory with and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 507 complete in all respects With Design Job Mix Approved By Competent Authority complete in all Aspects.(Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P).