NEW CONSTRUCTION WORK IN DISTRICT SANT KABIR NAGAR FORM NH-328A BAKHA TO RELIANCE INDUSTRIAL AREA ROAD

Construction of sub-grade 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 table No. 300-2 carted Earth Work From 2 KM Technical Specification Complete in all aspects or as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, 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 or as per direction of E/I(Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, 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 as per Technical Specification Complete in all aspects or as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, 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 as per Technical Specification Complete in all aspects or as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P).

Providing and laying Dense Graded Bituminous Macadam(Grade.II) thickness 75 mm with higher capacity batch type 120 HMP using crushed aggregates of specified grading, premixed with bituminous VG-30 binder @ 4.50 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic 174 HP 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. With Design Job Mix Approved By Competent Authority as per Technical Specification Complete in all aspects or as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P).

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. as per MoRTH specification clause No. 503 as per Technical Specification Complete in all aspects or as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, 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 as per Technical Specification Complete in all aspects or as per direction of E/l (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.)

Earth work in cutting or filling in pattri in ordinary soil (Loam, Clay or Sand) excavation to be in the form of pit not exceeding 50cm in depth and embankment to be 20cm layers including the spreading grading to required levels slopes and compacted to meet requirement of table 300.2 and also including 1.50 m lift and 30.0m lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank within 30.0 mtr distance as directed by the Engineer in charge and mechnicaly compaction Complete in all aspects or as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.)

Dismantling of old damaged Culvert including stacking of material as directed by the Engineer in charge within a distance of 60 m(200 ft.) complete in all aspects Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P.

Earthwork in embankment for diversion road of Culvert structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.( 30 Mt Lead and 150 M Lift) S.I. No 251 complete in all aspects Excluding G.S.T but Including All Taxes Labour Cess, Royalty, Labour, Material & T&P.