tender for wearing coat of bridge portion and service road work rob 85b aligarh wearing coat of bridge portion and service road work at 2 lane r.o.b. at level x-ing no. 85b/e-2 (near begum sultan jahan girls hostel amu) on aligarh-anupshahar road in distt. aligarh (u.p.). - road work in viadauct portion 2 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 0.60 kg/sqm using mechanical means.(prime coat) 3 providing and laying bituminous concrete with 100-120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof 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. 509 complete in all respects(bituminous concrete grading-i(40 mm) 4 road work in r.e. wall portion 5 construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with 2% opc with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per clause 401..(cement will be provided by upsbcl foc)(granular sub-base with graded material(ctsb) - (200 mm)) 6 providing, laying, spreading of graded stone aggregate to wet mix macadam after making with water atomc in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% opc cement and 3.5% emultion in uniform single layer onsub- base / gubgrade and compacting with the roller to achieve the desire density. .(cement will be provided by upsbcl foc)(wet mix macadam (stablized) - (100 mm)) 7 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 0.60 kg/sqm using mechanical means.(tack coat @ 0.25 kg. (one coat)) 8 providing and laying bituminous concrete with 100-120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof 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. 509 complete in all respects(bituminous concrete grading-i(40 mm)) 9 service road work 10 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(earth work in filling) 11 construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with 2% opc with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. .(cement will be provided by upsbcl foc)(granular sub-base with graded material(ctsb) - (200 mm)) 12 providing, laying, spreading of graded stone aggregate to wet mix macadam after making with water atomc in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% opc cement and 3.5% emultion in uniform single layer onsub- base / gubgrade and compacting with the roller to achieve the desire density. .(cement will be provided by upsbcl foc)(wet mix macadam (stablized) - (100 mm)) 13 providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.(tack coat @ 0.25 kg. (one coat)) 14 providing and laying bituminous concrete with 100-120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof 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. 509 complete in all respects(bituminous concrete grading-i(40 mm))