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A TRUE COPY <br />EXHIBIT A CERTIFICATION ON LAST PAGE <br />DELIVERABLES J.R. SMITH, CLERK <br />66th AVENUE ROWADWAY WIDENING FROM 49TH STREET TO 69TH STREET <br />INDIAN RIVER COUNTY, FL <br />cunaaFz7o-l-sesl eaa170-4-rest <br />L <br />ITEM <br />ESTIMATED <br />QTYs <br />UNIT <br />66TH AVENUE OVER "NORTH RELIEF" CANAL <br />_ <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 />-1245086-15A PRESTRESSED PRECAST DECK UNITS 15" X 4'-5" X 14'-0" 48 REQUIRED) <br />672 <br />LF <br />"12450-88-158 PRESTRESSED PRECAST DECK UNITS 15" X 4'-8" X 14'-0" 4 REQUIRED <br />56 <br />LF <br />-12450A&15C PRESTRESSED PRECAST DECK UNITS 18" X 4'-5" X 34'-0" 24 REQUIRED <br />816 <br />LF <br />"12450SB-15D PRESTRESSED PRECAST DECK UNITS 18" X 4'$" 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 />"460-70-3 <br />CONCRETE TRAFFIC RAILING BARRIER SHOULDER W/ SPREAD FOOTING INDEX 410 <br />7533 <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'-0" MINUMUM TEST PILE- ABUTMENT 1 FA <br />75 <br />LF <br />"455-34-3A <br />PRESTRESSED PILE 18" SQUARE X 60'-0" MINUMUM(ABUTMENT) 33 EA <br />1980 <br />LF <br />"45534-3B <br />PRESTRESSED PILE 14" SQUARE X 30'-0" MINUMUM WING BENT 12 EA <br />360 <br />LF <br />"45534-3C <br />PRESTRESSED PILE 18" SQUARE X 100'-O" MINUMUM EST PILE- INTERMEDIATE BENT 1 EA <br />100 <br />LF <br />"45534-3D <br />PRESTRESSED PILE 18" SQUARE X 60'-0" MINUMUM DEBRIS PILE- INTERMEDIATE BENT <br />120 <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 />"45513-3 <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 11 CONCRETE <br />260 <br />CY <br />"4151-9 <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 />"7152117 <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 />521-51 <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 II CONCRETE <br />6 <br />CY <br />4151-9A <br />REINFORCING STEEL <br />2553 <br />LBS <br />APPROACH SLABS <br />400-2-10 <br />CLASS 11 CONCRETE <br />58 <br />CY <br />4151-9 <br />REINFORCING STEEL <br />11380 <br />LBS <br />7152-117 <br />4" PVC CONDUIT <br />156 <br />LF <br />(� = non -Participating Items <br />(") = Converting to Lump Sum <br />