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Exhibit "B" <br />Deliverables <br />FM# 425883 1-58-01 <br />Page 8 <br />Item No. <br />Description <br />Quantity <br />Unit <br />455-14-5B <br />8" X 6'-0" X 17-0" <br />PRECAST <br />CONCRETE <br />SHEET <br />WALL <br />(1 <br />EA) <br />12 <br />LF <br />SIDEWALK & MEDIAN <br />400-2-4 <br />CLASS <br />II <br />CONCRETE <br />8.0 <br />CY <br />415-1-4 <br />REINFORCING <br />STEEL <br />343 <br />LB <br />APPROACH SLABS <br />339-1 <br />MISCELLANEOUS ASPHALT PAVAMENT <br />2 <br />TN <br />400-2-10 <br />CLASS II CONCRETE <br />116 <br />CY <br />415-1-9 <br />REINFORCING <br />STEEL <br />22,635 <br />LB <br />530-3-3 <br />INCLUDED <br />ROCK <br />RUBBLE <br />IN <br />(CANAL EXCAVATION <br />THE COST OF THIS <br />AS <br />ITEM) <br />REQUIRED SHALL BE <br />1,383 <br />TN <br />544-75-14 <br />CRASH <br />CUSHION <br />VEHICLE <br />ATTENUATOR <br />1 <br />EA <br />715-2-117 <br />2" PVC CONDUIT <br />152 <br />LF <br />33RD STREET BRIDGE <br />37TH STREET BRIDGE <br />110-3 <br />DEMOLITION AND REMOVAL OF EXISTING BRIDGE <br />1 <br />LS <br />SUPERSTRUCTURE <br />400-2-4 <br />CLASS <br />II CONCRETE <br />(FOR CLOSURE <br />POURS <br />BETWEEN <br />DECK UNITS) <br />13 <br />CY <br />4151-4 <br />REINFORCING <br />UNITS) <br />STEEL <br />(FOR CLOSURE <br />POURS BETWEEN DECK <br />990 <br />LB <br />450-88-18A <br />PRESTRESSED <br />REQUIRED) <br />PRECAST DECK UNITS (18" X 4'-3" X 36'-01 (12 <br />432 <br />LF <br />450-88-18B <br />PRESTRESSED <br />REQUIRED) <br />PRECAST DECK UNITS (18" X 4'-6" X 36'-0") (2 <br />72 <br />LF <br />460-70-2 <br />ALUMINUM <br />PEDESTRIAN/BICYCLE BARRIER RAILING <br />74 <br />LF <br />521-5-1 <br />CONCRETE TRAFFIC RAILING BARRIER - <br />(32" F SHAPE) <br />37 <br />LF <br />521-5-4 <br />CONCRETE <br />TRAFFIC <br />RAILING <br />BARRIER <br />- <br />(32" VERTICAL <br />SHAPE) <br />37 <br />LF <br />521-72-3 <br />SHOULDER <br />WALL) <br />CONCRETE <br />BARRIER WALL (INDEX 410 - CANTILEVERED <br />66 <br />LF <br />SUBSTRUCTURE <br />400-2-5 <br />CLASS <br />II CONCRETE <br />(FOR <br />PILES <br />CAPS) <br />80.5 <br />CY <br />415-1-5 <br />REINFORCING <br />STEEL <br />(FOR PILES CAPS) <br />12,379 <br />LB <br />PRESTRESSED PILES <br />455-133-2 <br />18" sq X 65'-0" MINIMUM <br />(TEST PILE - ABUTMENT) <br />(1 EA) <br />65 <br />LF <br />455-34-2A <br />18" <br />sq <br />X 50'-0" <br />MINIMUM <br />(ABUTMENT) <br />(19 <br />EA) <br />950 <br />LF <br />455-34-28 <br />14" <br />sgX40'-0" <br />MINIMUM <br />(WING BENT) <br />(14 EA) <br />560 <br />LF <br />455-14-5A <br />8" <br />X 8'-0" <br />X <br />12'-0 <br />PRECAST <br />CONCRETE <br />SHEET <br />WALL (26 <br />EA) <br />312 <br />LF <br />455-14-5B <br />8" X 6'-0" X <br />12'-0" <br />PRECAST <br />CONCRETE <br />SHEET <br />WALL <br />(2 <br />EA) <br />24 <br />LF <br />Page 8 <br />