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A TRUE COPY <br />CERTIFICATION ON LAST PAGE <br />EXHIBIT A J.R. SMITH, CLERK <br />DELIVERABLES <br />66th AVENUE ROWADWAY WIDENING FROM 49TH STREET TO 69TH STREET <br />INDIAN RIVER COUNTY, FL <br />FM* 436379-1-54.01.436379.1.54.02 <br />(') a Non -Participating Items <br />(") = Converting to Lump Sum <br />ITEM <br />ESTIMATED <br />QTYS <br />UNIT <br />66TH AVENUE OVER NORTH RELIEF' CANAL <br />110-3 <br />DEMOLITION AND REMOVAL OF EXISTING BRIDGE <br />1 <br />LS <br />SUPERSTRUCTURE <br />"400-2-4 <br />CLASS 11 CONCRETE FOR CLOSURE POURS BETWEEN DECK UNITS <br />59 <br />CY- <br />-41&14 <br />REINFORCING STEEL <br />3546 <br />LBS <br />-12450WISA PRESTRESSED PRECAST DECK UNITS 05"X 4'5"X If -0 48 REQUIRED <br />672 <br />LF <br />"124500158 PRESTRESSED PRECAST DECK UNITS 15" X 4'-6-X 14'-0 4 REQUIRED <br />55 <br />LF <br />"1245D4W15C PRESTRESSED PRECAST DECK UNITS 18' X 4'-5-X 34'-0" 24 REQUIRED <br />816 <br />LF <br />-1245OW15D <br />PRESTRESSED PRECAST DECK UNITS18" 4'-8"X X-01 f2 REQUIREDI <br />68 <br />L <br />"460-70-2 <br />ALUMINUM BICYCLE BILLET BARRIER RAILING <br />250 <br />LF <br />"521-5.1 <br />CONCRETE TRAFFIC FLAILING BARRIER - 32' F SHAPE <br />125 <br />LF <br />-521-54 <br />CONCRETE TRAFFIC RAILING BARRIER - 32" VERTICAL SHAPE <br />125 <br />LF <br />"460-70-3 <br />CONCRETE TRAFFIC RAILING BARRIER SHOULDER WL 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 />"455-34-3 <br />PRESTRESSED PILE 18" SQUARE X 75'-0" MINUMUM TEST PILE- ABUTMEND t EA <br />75 <br />LF <br />"455-343A <br />PRESTRESSED PILE 18' S UARE X 60'-0" MINUMUM(ABUTMENT) 33 <br />1980 <br />LF <br />"455-34-3B <br />PRESTRESSED PILE 14" SQUARE X 30'-0" MINUMUM NG BEN 12 EA <br />360 <br />LF <br />"`455-34-3C <br />PRESTRESSED PILE 18" SQUARE X 100'-0' MINUMUM EST PILE- INTERMEDIATE BEN 1 EA <br />100 <br />LF <br />"455-34-3D <br />I PRESTRESSED PILE 18" SQUARE X 60'-0" MINUMUM DEBRIS PILE- INTERMEDIATE BEN <br />120 <br />LF <br />'"455-34-3E <br />IPRESTRESSED PILE 16" SQUARE X 85'-0" MINUMUM ST PILE- INTERMEDIATE BENT 41 EA <br />3485 <br />LF <br />"455.13-3 18" <br />8'-0 14'-0" S EET WALL <br />560 <br />LF <br />SIDEWALKS AND MEDIANS <br />'400-24A - <br />CLASS 11 CONCRETE - <br />164 <br />CY <br />"41514 <br />I FORCING STEEL <br />7252 <br />LBS <br />r 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 37REET OVER LATERAL 'A' CANAL <br />110-3 <br />DEMOLITION AND REMOVAL OF EXISTING BRIDGE <br />1 <br />LS <br />SUPERSTRUCTURE <br />460-702 <br />ALUMINUM BICYCLE BULLETE BARRIER RAILING <br />41 <br />LF <br />521-51 <br />CONCRETE TRAFFIC RAILING BARRIER- 2" F SHAPE <br />41 <br />LF <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 II 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 />(') a Non -Participating Items <br />(") = Converting to Lump Sum <br />