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EXHIBIT A <br />DELIVERABLES <br />66th AVENUE ROWADWAY WIDENING FROM 49TH STREET TO 69TH STREET <br />INDIAN RIVER COUNTY, FL <br />FMN d'4N174-1 Fd-nt d16174.1.19d-n9 <br />A TRUE COPY <br />CERTIFICATION ON LAST PAGE <br />J.R. SMITH, CLERK <br />(') = Non -Participating Items <br />(") = Converting to Lump Sum <br />ITEM <br />PHASE 1A: STA 294+93 TO STA 354+00 <br />ROADWAY IMPROVEMENTS <br />ESTIMATED <br />QTYS <br />UNIT <br />101-1 <br />MOBILIZATION <br />1 <br />LS <br />102-1 <br />MAINTENANCE OF TRAFFIC <br />1 <br />LS <br />•102-14 <br />TRAFFIC CONTROL OFFICER OFF DUTY <br />500 <br />PH— <br />*IRC 1 <br />FIELD OFFICE <br />1 <br />LS <br />104-2 <br />PREVENT CONTROL & ABATEMENT OF EROSION AND WATER POLLUTION <br />1 <br />LS <br />110-1-1 <br />CLEARING AND GRUBBING <br />1 <br />LS <br />110-7-1 <br />MAILBOX F&I <br />3 <br />EA <br />120-1 <br />REGULAR EXCAVATION <br />5801 <br />CY <br />12 <br />SUBSOIL EXCAVATION <br />1000 <br />CY <br />120-5 <br />CHANNEL EXCAVATION LAKE EXCAVATION <br />35755 <br />CY <br />120-6 <br />EMBANKMENT COMPACTED IN PLACE <br />89721 <br />CY <br />121-70 <br />FLOWABLE FILL <br />100 <br />CY <br />160-4 <br />TYPE B STABILIZATION SHOULDER LER -40 <br />82243 <br />SY <br />285-7-09 <br />OPTIONAL BASE BASE GROUP 09 <br />64018 <br />SY <br />285-1 <br />TURNOUT CONSTRUCTION <br />619 <br />SY <br />286-2 <br />TURNOUT CONSTRUCTION - ASPHALT <br />135 <br />TN <br />334-1-13 <br />SUPERPAVE ASPHALTIC CONCRETE TRAFFIC C 1-314" THICK <br />6162 <br />TN <br />337-7-82 <br />TYPE FC -9-5 ASPHALT CONCRETE FRICTION COURSE TRAFFIC C PG 76-22, PMA 1-1/4' THICK <br />4401 <br />TN <br />339-1 <br />MISCELLANEOUS ASPHALT PAVEMENT <br />56 <br />TN <br />350-3-1 <br />PLAIN CEMENT CONCRETES" <br />743 <br />SY <br />400-1-2 <br />CONCRETE CLASS I ENDWALLS <br />18 <br />CY <br />425.1-351 <br />INLET CURB TYPE P-5 <19 <br />8 <br />EA <br />425-1-361 <br />INLET CURB TYPE P-6 <10' <br />13 <br />EA <br />425-1-451 <br />INLET CURB, TYPE J-5 <10' <br />3 <br />EA <br />IRC 3 <br />CONFLICT STRUCTURE <br />2 <br />EA <br />426-1-461 <br />INLET CURB TYPE J-6 < IV <br />4 <br />EA <br />425-1-521 <br />INLET DITCH BOTTOM, TYPE C < 10' <br />8 <br />EA <br />IRC 2 <br />CONTROL STRUCTURE <br />3 <br />EA <br />25-2-41 <br />MANHOLES, P-7 < 10' <br />3 <br />EA <br />425-2-71 <br />MANHOLES J-7 < 10' <br />1 <br />EA <br />425-2-72 <br />MANHOLES J-7. > 10' <br />1 <br />EA <br />425-2-73 <br />MANHOLES J-7, PARTIAL <br />1 <br />EA <br />430-175-118 <br />PIPE CLAVERT. OPTION MATERIAL, ROUND, 18'S/CD RCP <br />2356 <br />LF <br />430-175-118A PIPE CULVERT. OPTION MATERIAL ROUND 1B'S/CD CAP <br />140 <br />LF <br />430-175-124 <br />PIPE CULVERT. OPTION MATERIAL ROUND 24'S/CD RCP <br />1191 <br />LF <br />430-175-124A <br />PIPE CULVERT. OPTION MATERIAL ROUND 24-S/CD CAP <br />60 <br />LF <br />430-175-130 <br />PIPE CULVERT. OPTION MATERIAL ROUND 30'S/CD RCP <br />1398 <br />LF <br />430-175-130A PIPE CULVERT. OPTION MATERIAL ROUND, 30'S/CD CAP <br />20 <br />LF <br />430-1755-136 <br />PIPE CULVERT. OPTION MATERIAL ROUND 36'S/CD RCP <br />799 <br />LF <br />430-176-142 <br />PIPE CULVERT, OPTION MATERIAL ROUND, 42'S/CD RCP <br />600 <br />LF <br />430-175-148 <br />PIPE CULVERT. OPTION MATERIAL ROUND 48-S/CD RCP <br />392 <br />LF <br />430-175360 <br />PIPE CULVERT. OPTION MATERIAL ROUND, 48' X 76" S/CD RCP <br />197 <br />LF <br />430-175160 <br />PIPE CULVERT. OPTION MATERIAL ROUND 60-S/CD RCP <br />80 <br />LF <br />430-175-166 <br />PIPE CULVERT OPTION MATERIAL ROUND 66' S/CD (RCPj. <br />141 <br />LF <br />430-175175 <br />PIPE CULVERT OPTION MATERIAL ROUND 72" S/CD RCP <br />64 <br />LF <br />IRC 4 <br />PIPE CULVERT SCHEDULE 80 PVC ROUND 8" <br />31 <br />LF <br />430-982-125 <br />MITERED END SECTION RCP 18" <br />18 <br />EA <br />440-1-10 <br />UNDERDRAIN WITH SOCK FILTER 4- DIAMETER <br />697 <br />LF <br />440-1-10A <br />UNDERDRAIN WITH SOCK FILTER 8 -DIAMETER <br />257 <br />LF <br />440-7-34 <br />UNDERDRAIN WITH SOCK FILTER 10' DIAMETER <br />27 <br />LF <br />440-7-35 <br />UNDERDRAIN WITH SOCK FILTER 12" DIAMETER <br />48 <br />LF <br />514-71-2 <br />PLASTIC FILTER FABRIC STABILIZATION <br />351 <br />BY <br />520-1-7 <br />CONCRETE CURBMA GUTTER TYPE E (MODIFIED) <br />520-1-10 <br />CONCRETE CURB AND GUTTER TYPE F <br />24341 <br />LF <br />522-2 <br />CONCRETE SIDEWALK FIBER REINFORCED &" THICK <br />5572 <br />BY <br />'5232 <br />PATTERNED PAVEMENT CONCRETE NON -VEHICULAR AREAS <br />3160 <br />SY <br />527-2 <br />DETECTABLE WARNINGS <br />BO <br />SF <br />530-3-3 <br />RIPRAP, RUBBLE BANK AND SHORE <br />1156 <br />TN <br />536-1-1 <br />GUARDRAIL ROADWAY (INCLUDES PIPE RAIL FULL LENGTH) <br />171 <br />LF <br />536-8 <br />D E ANCHORING A$5FMBL.Y. FURNISH INSTALL <br />536-73 <br />GUARDRAIL REMOVAL <br />2BD <br />LF <br />(') = Non -Participating Items <br />(") = Converting to Lump Sum <br />