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2019-072
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2019-072
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Last modified
12/27/2019 1:17:19 PM
Creation date
5/9/2019 3:14:28 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Agreement
Approved Date
05/07/2019
Control Number
2019-072
Agenda Item Number
8.F.
Entity Name
FDOT Florida Department of Transportation
Transportation Regional Incentive Program TRIP
State-Funded Grant Agreement
Subject
66th Avenue widening project from 49th Street to 69th Street
Project Number
IRC-1505
Document Relationships
2019-034
(Cover Page)
Path:
\Resolutions\2010's\2019
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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 />FM# 436379-1-54-01 <br />* The Recipient will need written approval from the Department, if deviating from the Deliverables shown in Exhibit A. <br />ITEM <br />ESTIMATED <br />QTYS <br />UNIT <br />PHASE 18 STA 354+00 TO STA 444+57.04 <br />101-1 <br />MOBILIZATION <br />1 <br />LS <br />102-1 <br />MAINTENANCE OF TRAFFIC <br />1 <br />LS <br />102-99 <br />CHANGEABLE VARIABLE MESSAGE SIGN (4) <br />7880 <br />PD <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 />74.6 <br />AC <br />110-7-1 <br />MAILBOX F&I <br />40 <br />EA <br />120-1 <br />REGULAR EXCAVATION <br />80625 <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 />EMBANKMENT <br />127054 <br />CY <br />160-4 <br />TYPE B STABILIZATION <br />122000 <br />SY <br />162-1-3 <br />PREPARED SOIL LAYER (SPECIAL DEPTH) <br />1000 <br />CY <br />285-709 <br />CEMENTED COQUINA (LBR 100) (10") <br />108600 <br />SY <br />286-1 <br />TURNOUT CONSTRUCTION <br />1978 <br />SY <br />334-1-13 <br />SUPERPAVE ASPHALTIC CONCRETE, (SP 12.5) (TRAFFIC C) (1.75") <br />9987 <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 />7136 <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 11 CONCRETE (ENDWALL) <br />40 <br />CY <br />400-4-1 <br />REINFORCED CONCRETE BOX CULVERT (1T X 10') <br />72 <br />LF <br />415-1-1 <br />REINFORCING STEEL (ROADWAY) <br />3510 <br />LB <br />425-1-351 <br />INLET, CURB, TYPE P-5, <10' <br />37 <br />EA <br />425-1-361 <br />INLET, CURB, TYPE P-6, <10' <br />23 <br />EA <br />425-1-451 <br />INLET, CURB, TYPE J-5, <10' <br />2 <br />EA <br />425-1-451A <br />INLET, CURB, TYPE J-5, <10' (CONTROL STRUCTURE W/ INTERNAL WEIR) <br />2 <br />EA <br />425-1-461 <br />INLET, CURB, TYPE J-6 < 10' <br />7 <br />EA <br />425-1-462 <br />INLET, CURB, TYPE J-6> 10' <br />2 <br />EA <br />425-1-521 <br />INLET, DITCH BOTTOM, TYPE C < 10' <br />17 <br />EA <br />425-1-521A <br />INLET, DITCH BOTTOM, TYPE C < 10' (CONTROL STRUCTURE W/ EXTERNAL SKIMMER) <br />3 <br />EA <br />425-1-541 <br />INLETS, DITCH BOTTOM, TYPE D < 10' <br />1 <br />EA <br />425-1-541A <br />INLETS (DITCH BOTTOM), TYPE D < 10' (CONTROL STRUCTURE W/ EXTERNAL SKIMMER) <br />6 <br />EA <br />425-1-599 <br />INLETS (DITCH BOTTOM) (TYPE E) (>10)(CONTROL STRUCTURE W/ INTERNAL WEIR) <br />2 <br />EA <br />425-1-711 <br />INLETS (GUTTER)(VALLEY) <br />1 <br />EA <br />425-1-910 <br />INLETS (GUTTER)(CLOSED FLUME) <br />1 <br />EA <br />425-2-61 <br />MANHOLES, (P -8X<10') <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 />389 <br />LF <br />430-175-118 <br />PIPE CULVERT (RCP) (ROUND) (18"SS) <br />7392 <br />LF <br />430-175-118A <br />PIPE CULVERT (CAP) (ROUND) (18"SS) <br />120 <br />LF <br />430-175-124 <br />PIPE CULVERT (RCP) (ROUND) (24"SS) <br />2733 <br />LF <br />430-175-124A <br />PIPE CULVERT (CAP) (ROUND) (24"SS) <br />123 <br />LF <br />430-175-130 <br />PIPE CULVERT (RCP) (ROUND) (30"SS) <br />3455 <br />LF <br />430-175-136 <br />PIPE CULVERT (RCP) (ROUND) (36"SS) <br />1540 <br />LF <br />430-175-136A <br />PIPE CULVERT (CAP) (ROUND) (36"SS) <br />60 <br />LF <br />430-175-142 <br />PIPE CULVERT (RCP) (ROUND) (42"SS) <br />137 <br />LF <br />430-175-142A <br />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 />430-175-160 <br />PIPE CULVERT (RCP) (ROUND) (60 -SS) <br />1157 <br />LF <br />430-175-166 <br />PIPE CULVERT (RCP) (ROUND) (66"SS) <br />408 <br />LF <br />430-175-215 <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 />141 <br />LF <br />430-175-236 <br />PIPE CULVERT (ERCP) (29" X 45" SS) <br />374 <br />LF <br />430-200-43 <br />FLARED END SECTION (CONC.) (60") <br />3 <br />EA <br />430-964-3 <br />PVC PIPE (8") (SCH 80) <br />1663 <br />LF <br />430-982-123 <br />MITERED END SECTION (CONC.) (15" CD) <br />7 <br />EA <br />430-982-125 <br />MITERED END SECTION (CONC.) (18" CD) <br />12 <br />EA <br />430-982-623 <br />MITERED END SECTION (CONC.) (12"X18" CD) <br />2 <br />EA <br />430.982-625 <br />MITERED END SECTION (CONC.) (14"X23" CD) <br />6 <br />EA <br />440-1-60 <br />ROCK DRAIN <br />590 <br />LF <br />* The Recipient will need written approval from the Department, if deviating from the Deliverables shown in Exhibit A. <br />
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