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(') = Non -Participating Items <br />(**) = Converting to Lump Sum <br />30 <br />ITEM <br />ESTIMATED <br />UNIT <br />NIT <br />66TH AVENUE OVER "NORTH RELIEF" CANAL <br />110-3 <br />DEMOLITION AND REMOVAL OF EXISTING BRIDGE <br />1 <br />LS <br />SUPERSTRUCTURE <br />**400-24 <br />CLASS II CONCRETE FOR CLOSURE POURS BETWEEN DECK UNITS <br />59 <br />CY <br />**415-1-4 <br />REINFORCING STEEL <br />3546 <br />LBS <br />-12450$8-15A PRESTRESSED PRECAST DECK UNITS 15" X 4'-5" X 14'-0" 48 REQUIRED <br />672 <br />LF <br />-1245088-15B <br />PRESTRESSED PRECAST DECK UNITS 15" X 4'-8" X 14'-0" 4 REQUIRED <br />56 <br />LF <br />**12450-88-15C PRESTRESSED PRECAST DECK UNITS 18" X 4'-5" X 34'-0" 24 REQUIRED <br />816 <br />LF <br />-1245058-15D <br />PRESTRESSED PRECAST DECK UNITS 18" X 4'-8" X 34'-0" 2 REQUIRED <br />68 <br />LF <br />**460-70-2 <br />ALUMINUM BICYCLE BULLET BARRIER FAILING <br />250 <br />LF <br />**521-5-1 <br />CONCRETE TRAFFIC RAILING, BARRIER - 32" F SHAPE <br />125 <br />LF <br />**521-5-4 <br />CONCRETE TRAFFIC RAILING, BARRIER - 32" VERTICAL SHAPE <br />125 <br />LF <br />**460-70-3 <br />CONCRETE TRAFFIC RAILING BARRIER SHOULDER) W/ SPREAD FOOTING INDEX 410 <br />75.33 <br />LF <br />SUBSTRUCTURE <br />**400-2-5 <br />CLASS II CONCRETE FOR PILE CAPS <br />216 <br />CY <br />**415-1-5 <br />REINFORCING STEEL <br />40298 <br />LBS <br />**455-34-3 <br />PRESTRESSED PILE 18" SQUARE X 75'-C' MINUMUM TEST PILE -ABUTMENT 1 EA <br />75 <br />LF <br />**455-34-3A <br />PRESTRESSED PILE 18" SQUARE X 60'-C' MINUMUM ABUTMENT 33 EA <br />1980 <br />LF <br />**455-34-3B <br />PRESTRESSED PILE 14" SQUARE X 30'-C' MINUMUM WING BENT 12 EA <br />360 <br />LF <br />**455-34-3C <br />PRESTRESSED PILE 18" SQUARE X 100'=0" MINUMUM TEST PILE- INTERMEDIATE BENT 1 EA <br />100 <br />LF <br />**455-34-3D <br />PRESTRESSED PILE 18" SQUARE X 60'-C" MINUMUM DEBRIS PILE- INTERMEDIATE BENT <br />120 <br />LF <br />**455-34-3E <br />PRESTRESSED PILE 18" SQUARE X 85-C" MINUMUM TEST PILE- INTERMEDIATE BENT 41 EA <br />3485 <br />LF <br />'*455-13-3 <br />8" X 8'-0 X 14'-0" SHEET WALL <br />560 <br />LF <br />SIDEWALKS AND MEDIANS <br />**400-2-4A <br />CLASS II CONCRETE <br />164 <br />CY <br />**415-1-4A <br />REINFORCING STEEL <br />7252 <br />LBS <br />APPROACH SLABS <br />**339-1 <br />MISCELLANEOUS ASPHALT <br />524 <br />SF <br />**400-2-10 <br />CLASS II CONCRETE <br />260 <br />CY <br />**415-1-9 <br />REINFORCING STEEL <br />57030 <br />LBS <br />**530-3-3 <br />(ROCK RUBBLE) (CANAL EXCAVATION AS REQUIRED SHALL BE INCLUDED IN THE COST <br />OF THE ROCK RUBBLE) <br />1800 <br />TN <br />**715-2117 <br />2" PVC CONDUIT <br />630 <br />LF <br />57TH STREET OVER LATERAL A"CANAL <br />110-3 <br />DEMOLITION AND REMOVAL OF EXISTING BRIDGE <br />1 <br />LS <br />SUPERSTRUCTURE <br />460-70-2 <br />ALUMINUM BICYCLE BULLETE BARRIER RAILING <br />41 <br />LF <br />521-5-1 <br />CONCRETE TRAFFIC RAILING BARRIER- 32" F SHAPE <br />41 <br />LF <br />521-54 <br />CONCRETE TRAFFIC RAILING BARRIER- 32" VERTICAL SHAPE <br />41 <br />LF <br />521-72-3 <br />SHOULDER CONCRETE BARRIER WALL INDEX 410- CANTALEVER WALL <br />48 <br />LF <br />SIDEWALKS <br />400-24 <br />CLASS 11 CONCRETE <br />6 <br />CY <br />415-1-9A <br />REINFORCING STEEL <br />2553 <br />LBS <br />APPROACH SLABS <br />400-2-10 <br />CLASS 11 CONCRETE <br />58 <br />CY <br />415-1-9 <br />1 REINFORCING STEEL <br />11380 <br />LBS <br />715-2-117 <br />4" PVC CONDUIT <br />156 <br />LF <br />(') = Non -Participating Items <br />(**) = Converting to Lump Sum <br />30 <br />