tender for patch repair work on main road and in front of ansal homes in ward 56, avantika. - ward 56 avantika main road and patch work in front of ansal homes. - s/l of stone ballast 22.4 to 53mm size with stacking for measument etc all complete. 2 consolidation of stone aggregates of 45-63 mm/22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kn static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2/3 as per technical specification clause 405.(sor 2022 si. n. 20.02 item n. 752) 3 s/l tack coat of bitumen @ 0.30 kg/m2including heating the vg 10 bitumen spraying the bitumen with mechanically operated sparay unit fitted on bitumen boiler & cleaning and prepairing the existing road surface etc all completed as per the direction of engineer - in - charge. (as per rmr) 4 providing and laying dense graded bituminousmacdam with hmp producing an average output of 75 tonnes per hour using crushed aggregates from approved quarry of specified grading, premixed with bituminous binder (vg-30) @ 4.5 per cent by weight of total mix and filler,transporting the hot mix to work site,laying with a hydrostatic paver finisher to the required grade, level alignment,rolling with smooth wheeled. vibratory and tandem rollers to achieve the desired compaction (ref. to mort&hspecification no. 507 ) adjustment for bitumen shall be done as per job mix formula and e-in-c latter no 2651 dt 27-07-12 for proper completion of work as per direction of engineer-in-cgarge including all labour,t&p,taxes , labour cess etc. complete. 5 providing and layingbituminous concrete with hmp crushed aggregates from approved quarry of specified grading, premixed with bituminous binder (vg-30) @ 5.4 per cent by weight of total mix and filler,transporting the hot mix to work site,laying with a hydrostatic paver finisher to the required grade, level alignment,rolling with smooth wheeled. vibratory and tandem rollers to achieve the desired compaction (ref. to mort&hspecification no. 507 ) adjustment for bitumen shall be done as per job mix formula and e-in-c latter no 2651 dt 27-07-12 for proper completion of work as per direction of engineer-in-cgarge including all labour,t&p,taxes , labour cess etc. complete. 6 providing and laying dense graded bituminousmacdam with hmp producing an average output of 75 tonnes per hour using crushed aggregates from approved quarry of specified grading, premixed with bituminous binder (vg-30) @ 4.5 per cent by weight of total mix and filler,transporting the hot mix to work site,laying with a hydrostatic paver finisher to the required grade, level alignment,rolling with smooth wheeled. vibratory and tandem rollers to achieve the desired compaction (ref. to mort&hspecification no. 507 ) adjustment for bitumen shall be done as per job mix formula and e-in-c latter no 2651 dt 27-07-12 for proper completion of work as per direction of engineer-in-cgarge including all labour,t&p,taxes , labour cess etc. complete. 7 providing and layingbituminous concrete with hmp crushed aggregates from approved quarry of specified grading, premixed with bituminous binder (vg-30) @ 5.4 per cent by weight of total mix and filler,transporting the hot mix to work site,laying with a hydrostatic paver finisher to the required grade, level alignment,rolling with smooth wheeled. vibratory and tandem rollers to achieve the desired compaction (ref. to mort&hspecification no. 507 ) adjustment for bitumen shall be done as per job mix formula and e-in-c latter no 2651 dt 27-07-12 for proper completion of work as per direction of engineer-in-cgarge including all labour,t&p,taxes , labour cess etc. complete. 8 gst