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11/22/2022
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11/22/2022
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Last modified
1/20/2023 12:34:04 PM
Creation date
1/20/2023 12:14:33 PM
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Meetings
Meeting Type
BCC Regular Meeting
Document Type
Agenda Packet
Meeting Date
11/22/2022
Meeting Body
Board of County Commissioners
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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 />FMif Al9A7QAAA.n1 AlR17Q.1.Se.n9 <br />('j = Non -Participating Items <br />(") = Converting to Lump Sum <br />ITEM <br />ESTIMATED <br />QTYS <br />UNIT <br />PHASE 1B STA 354+00 TO STA 444+57.04 <br />101-1 <br />MOBILIZATION/DEMOBILIZATION <br />1 <br />LS <br />102-1 <br />MAINTENANCE OF TRAFFIC <br />1 <br />LS <br />'102-14 <br />TRAFFIC CONTROL OFFICER <br />500 <br />PH <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 />86 <br />AC <br />110-7-1 <br />MAILBOX F&I <br />40 <br />EA <br />120-1 <br />REGULAR EXCAVATION <br />81595 <br />CY <br />120-4 <br />SUBSOIL EXCAVATION <br />3198 <br />CY <br />120-5 <br />CHANNEL EXCAVATION <br />890 <br />CY <br />120-6 <br />IEMBANKMENT <br />128124 <br />CY <br />160-4 <br />TYPE B STABILIZATION <br />123552 <br />SY <br />285-709 <br />OPTIONAL BASE BASE GROUP 9 <br />108050 <br />SY <br />286-1 <br />TURNOUT CONSTRUCTION <br />2320 <br />SY <br />327-70-01 <br />MILLING EXISTING ASPHALT PAVEMENT (1" AVG. DEPT <br />118 <br />SY <br />334-1-13 <br />SUPERPAVE ASPHALTIC CONCRETE SP 12.5(TRAFFIC C 1.75" <br />11959 <br />TN <br />337-7-82 <br />TYPE FC -9.6 ASPHALT CONCRETE FRICTION COURSE TRAFFIC C PG 76-22, PMA 1-1/4" THICK <br />5980 <br />TN <br />339-1 <br />MISCELLANEOUS APSHALT PAVEMENT <br />34 <br />TN <br />400-1-2 <br />CLASS I CONCRETE ENDWALL <br />13 <br />CY <br />400-2-2 <br />CLASS II CONCRETE ENDWALL <br />126 <br />CY <br />4004-1 <br />REINFORCED CONCRETE BOX CULVERT 12' X 10' <br />72 <br />LF <br />415-1-1 <br />REINFORCING STEEL ROADWAY <br />6510 <br />LB <br />425-1-351 <br />INLET, CURB, TYPE P-5, <10' <br />32 <br />EA <br />425-1-361 <br />INLET, CURB TYPE P-6, <10' <br />20 <br />FA <br />425-1451 <br />INLET, CURB, TYPE J-5, 110' <br />6 <br />EA <br />425-1-452 <br />INLET, CURB, TYPE J-5. >10' <br />4 <br />EA <br />425-1-452A <br />INLETS CURB PE J-5 >10' CONTROL STRUCTURE W/ INTERNAL WEIR <br />1 <br />EA <br />425-1461 <br />INLET, CURB. TYPE J-6 < 10' <br />11 <br />EA <br />425-1-462 <br />INLET CURB, TYPE J-6 > 10' <br />1 <br />EA <br />425-1-521 <br />INLET, DITCH BOTTOM, TYPE C < 10' <br />18 <br />EA <br />425-1-521A <br />I INLET, DITCH BOTTOM, TYPE C < 10' CONTROL STRUCTURE W/ EXTERNAL SKIMMER <br />3 <br />EA <br />425-1-531 <br />INLETS DT BOT TYPE C MOD. <10' BACK OF SWK INLET <br />2 <br />EA <br />425-1-541 <br />INLETS, DITCH BOTTOM, TYPE D < 10' <br />2 <br />EA <br />425-1-541A <br />INLETS DITCH BOTTOM), TYPE D < 10' CONTROL STRUCTURE W/ EXTERNAL SKIMMER <br />5 <br />EA <br />425-1-543 <br />INLETS DT BOT PED <10' / J BOTTOM <br />2 <br />EA <br />425-1-559 <br />INLETS DITCH BOTTOM PEE >10' CONTROL STRUCTURE W/ INTERNAL WEIR <br />2 <br />EA <br />425-1-581 <br />INLETS DT BOT TYPE H <10' CONTROL STRUCTURE W/ INTERNAL WEIR <br />1 <br />EA <br />425-1-713 <br />INLETS GUTTER ALLEY J -BOTTOM <br />1 <br />EA <br />425-1-910 <br />INLETS GUTTER CLOSED FLUME <br />1 <br />EA <br />4262-61 <br />MANHOLES, PA <10' <br />3 <br />EA <br />425-2-71 <br />MANHOLES (J-7) (<101) (CONFLICT STRUCTURE) <br />1 <br />EA <br />425-2-72 <br />MANHOLES, J-7 >10' <br />1 <br />EA <br />430-175-115 <br />PIPE CULVERT RCP ROUND 15"SS <br />433 <br />LF <br />430-175-118 <br />PIPE CULVERT RCP ROUND) (18"SS) <br />6981 <br />LF <br />430-175-118A PIPE CULVERT CAP ROUND(18-SS) <br />120 <br />LF <br />430-175-124 <br />PIPE CULVERT RCP ROUND) (24"SS) <br />2367 <br />LF <br />430-175-124A <br />PIPE CULVERT CAP ROUND(24-SS) <br />112 <br />LF <br />430-175-130 <br />PIPE CULVERT RCP ROUND(30-SS) <br />3419 <br />LF <br />430-175.130A PIPE CULVERT CAP ROUND 0" SS <br />62 <br />LF <br />430-175.136 <br />PIPE CULVERT RCP ROUND) (36'SS) <br />2640 <br />LF <br />430-175-136A PIPE CULVERT CAP ROUND(36-SS) <br />40 <br />LF <br />430-175-142 <br />PIPE CULVERT RCP ROUND) (42"SS) <br />115 <br />LF <br />430-175-142A PIPE CULVERT CAP ROUND) (42"SS) <br />40 <br />LF <br />430-175-148 <br />PIPE CULVERT RCP ROUND(48-SS) <br />240 <br />LF <br />430-175-148A <br />PIPE CULVERT CAP ROUND) (48"SS) <br />20 <br />LF <br />430175-160 <br />PIPE CULVERT RCP ROUND(60-SS) <br />1470 <br />LF <br />430175-166 <br />PIPE CULVERT RCP ROUND) (66"SS) <br />408 <br />LF <br />430175-215 <br />PIPE CULVERT ERCP 12" X 18' SS <br />60 <br />LF <br />430-175-218 <br />PIPE CULVERT ERCP 14" X 23" SS <br />239 <br />LF <br />430175-236 <br />PIPE CULVERT ERCP 29" X 45' SS <br />374 <br />LF <br />430964-3 <br />PVC PIPE 8") (SCH 80 <br />1678 <br />LF <br />430982-123ITERED <br />MEND SECTION CONC.I 15" CD <br />7 <br />Eq <br />430-982-125 <br />MITERED END SECTION CONC. 18" CD <br />15 <br />EA <br />430982-623 <br />jMfTERED END SECTION CONC. 12"X18" CD <br />2 <br />EA <br />('j = Non -Participating Items <br />(") = Converting to Lump Sum <br />
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