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• <br />EXHIBIT A <br />DELIVERABLES <br />66th AVENUE ROWADWAY WIDENING FROM 49TH STREET TO 69TH STREET <br />INDIAN RIVER COUNTY, FL <br />FM# 436379-1.54-01 <br />* The Recipient will need written approval from the Department, if deviating from the Deliverables shown in Exhibit A. <br />ITEM <br />ESTIMATED <br />QTYS <br />UNIT <br />_ <br />66TH AVENUE OVER "NORTH RELEF" CANAL <br />110-3 <br />DEMOLITION AND REMOVAL OF EXISTING BRIDGE <br />1 <br />LS <br />SUPERSTRUCTURE <br />400-2-4 <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 />450-88-15A <br />PRESTRESSED PRECAST DECK UNITS (15" X 4'-5" X 14'-0") (48 REQUIRED) <br />672 <br />LF <br />450-88-15B <br />PRESTRESSED PRECAST DECK UNITS (15" X 4'-8" X 14'-0") (4 REQUIRED) <br />56 <br />LF <br />450-88-15C <br />PRESTRESSED PRECAST DECK UNITS (18" X 4'-5" X 34'-0") (24 REQUIRED) <br />816 <br />LF <br />450-88-150 <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 RAILING <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 />521-72-42 <br />CONCRETE TRAFFIC RAILING BARRIER (SHOULDER) W/ SPREAD FOOTING (INDEX 410) <br />75.33 <br />LF <br />SUBSTRUCTURE <br />400-2-5 <br />CLASS 11 CONCRETE FOR PILE CAPS <br />216 <br />CY <br />415-1-5 <br />REINFORCING STEEL <br />40298 <br />LBS <br />455-34-3A <br />PRESTRESSED PILE 18" SQUARE X 75'-0" MINUMUM (TEST PILE- ABUTMENT) (1 EA) <br />75 <br />LF <br />455-3438 <br />PRESTRESSED PILE 18" SQUARE X 60'-0" MINUMUM (ABUTMENT) (33 EA) <br />1980 <br />LF <br />455-34-3C <br />PRESTRESSED PILE 14" SQUARE X 30-0" MINUMUM (WING BENT) (12 EA) <br />360 <br />LF <br />455-34-3D <br />PRESTRESSED PILE 18" SQUARE X 100'-0" MINUMUM (TEST PILE- INTERMEDIATE BENT) (1 EA) <br />100 <br />LF <br />455-34-3E <br />PRESTRESSED PILE 18" SQUARE X 85'-0" 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 (40 EA) <br />560 <br />LF <br />SIDEWALKS AND MEDIANS <br />400-2-4 <br />CLASS II CONCRETE <br />164 <br />CY <br />415-1-4 <br />REINFORCING STEEL <br />7252 <br />LBS <br />APPROACH SLABS <br />339-1 <br />MISCELLANEOUS ASPHALT <br />7 <br />TN <br />400-2-10 <br />CLASS II CONCRETE <br />260 <br />CY <br />415-1-9 <br />REINFORCING STEEL <br />57030 <br />LBS <br />530-78 <br />REVETMENT MAT CANAL EXCAVATION AS REQUIRED SHALL BE INCLUDED <br />14000 <br />SF <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 />521-5-4 <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 />47.333 <br />LF <br />SIDEWALKS <br />400-2-4 <br />CLASS II CONCRETE <br />6 <br />CY <br />415-1-9 <br />REINFORCING STEEL <br />2553 <br />LBS <br />APPROACH SLABS <br />400-2-10 <br />CLASS II CONCRETE <br />58 <br />CY <br />415-1-9 <br />REINFORCING STEEL <br />11380 <br />LBS <br />715-2-117 <br />4" PVC CONDUIT <br />156 <br />LF <br />* The Recipient will need written approval from the Department, if deviating from the Deliverables shown in Exhibit A. <br />