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Last modified
11/17/2021 10:31:18 AM
Creation date
11/12/2021 1:42:32 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Agreement
Approved Date
10/19/2021
Control Number
2021-169
Agenda Item Number
8.E.
Entity Name
Federal Department of Transportation (FDOT)
Subject
Regional Incentive Program TRIP State-Funded Grant Supplemental Agreement No. 3
for 66th Avenue Roadway Widening FPN No. 436379-1-54-01;436379-1-54-02
Area
49th St to 69th St
Project Number
IRC-1505
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-,,TRUE COPY <br />EXHIBIT ERTIFICATION ON LAST PAGE <br />DELIVERABLES <br />ES J. R. SM T H, CLERK <br />66th AVENUE ROWADWAY WIDENING FROM 49TH STREET TO 69TH STREET <br />INDIAN RIVER COUNTY, FL <br />FUNAAAA70_1_CA-Al A4AA70_1_9IJ19 <br />(') = Non -Participating Items <br />(") = Converting to Lump Sum <br />ITEM <br />ESTIMATED <br />gTYs <br />UNIT <br />PHASE IIA: STA 294+93 TO STA 354+00 <br />ROADWAY IMPROVEMENTS <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 />1042 <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 />120.4 <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 (LBR -40 <br />82243 <br />SY <br />285-7-09 <br />OPTIONAL BASE BASE GROUP 09 <br />64018 <br />SY <br />286-1 <br />TURNOUT CONSTRUCTION <br />619 <br />SY <br />2862 <br />TURNOUT CONSTRUCTION - ASPHALT <br />135 <br />TN <br />3341-13 <br />SUPERPAVE ASPHALTIC CONCRETE TRAFFIC C 1-3/4" 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 CONCRETE 6" <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 <10' <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 />Fes, <br />425-1-461 <br />INLET CURB TYPE J-6 < 10' <br />4 <br />EA <br />425-1-521 <br />INLET, DITCH BOTTOM, TYPE C < 10' <br />8 <br />EA <br />IRC2 <br />CONTROLSTRUCTURE <br />3 <br />EA <br />425-2-41 <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 CULVERT. OPTION MATERIAL, ROUND, 18"S/CD RCP <br />2356 <br />LF <br />430-175-118A PIPE CULVERT. OPTION MATERIAL ROUND 18"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 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 />430-175-136 <br />PIPE CULVERT. OPTION MATERIAL ROUND 36"S/CD RCP <br />799 <br />LF <br />430-175-142 <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 />430-175-360 <br />PIPE CULVERT. OPTION MATERIAL, ROUND, 48"X 76" S/CD RCP <br />197 <br />LF <br />430-175-160 <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 RCP <br />141 <br />LF <br />430-175-175 <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 />51471-2 <br />PLASTIC FILTER FABRIC STABILIZATION <br />351 <br />SY <br />520-1-7 <br />CONCRETE CURB AND GUTTER TYPE E MODIFIED <br />368 <br />LF <br />520-1-10 <br />CONCRETE CURB AND GUTTER TYPE F <br />24341 <br />LF <br />522-2 <br />CONCRETE SIDEWALK FIBER REINFORCED 6" THICK <br />5572 <br />Sy <br />•523-2 <br />PATTERNED PAVEMENT CONCRETE NON -VEHICULAR AREAS <br />3160 <br />SY <br />527-2 <br />DETECTABLE WARNINGS <br />80 <br />SF <br />530-3-3 <br />RIPRAP RUBBLE, BANK AND SHORE <br />1156 <br />TN <br />5361-1 <br />GUARDRAIL ROADWAY INCLUDES PIPE RAIL FULL LENGTH <br />1867 <br />LF <br />536-8 <br />GUARDRAIL- BRIDGE ANCHORING ASSEMBLY FURNISH AND INSTALL <br />1 <br />EA <br />53673 <br />GUARDRAIL REMOVAL <br />280 <br />LF <br />(') = Non -Participating Items <br />(") = Converting to Lump Sum <br />
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