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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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A. TRUE COPY <br />EXHIBIT A CERTIFICATION ON LAST MAGE <br />DELIVERABLES J.R. SMITH, CLERK <br />66th AVENUE ROWADWAY WIDENING FROM 49TH STREET TO 69TH STREET <br />INDIAN RIVER COUNTY, FL <br />FYil AIR%7e-4-RAJN A%417e_4 "-1 <br />(•) = Non -Participating Items <br />(") = Converting to Lump Sum <br />ITEM <br />ESTIMATED <br />O YS <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 />1042 <br />PREVENT CONTROL 8 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 F81 <br />40 <br />EA <br />1241 <br />REGULAR EXCAVATION <br />81595 <br />CY <br />1204 <br />SUBSOIL EXCAVATION <br />3198 <br />CY <br />120-5 <br />CHANNEL EXCAVATION <br />890 <br />CY <br />120-6 <br />EMBANKMENT <br />128124 <br />CY <br />160A <br />TYPE B STABILIZATION <br />123552 <br />SY <br />265-709 <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 0" AVG. DEPTH <br />118 <br />SY <br />3341-13 <br />SUPERPAVE ASPHALTIC CONCRETE SP 12.5 TRAFFIC C 1.75" <br />11959 <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)_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 />400-4-1 <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 />EA <br />4251-451 <br />INLET, CURB, TYPE J-5, <10' <br />6 <br />EA <br />4251-452 <br />INLET, CURB TYPE J-5, >10' <br />4 <br />EA <br />4251-452A <br />INLETS CURB PE J-5 >10' CONTROL STRUCTURE W/ INTERNAL WEIR <br />1 <br />EA <br />4251-461 <br />INLET, CURB TYPE J-6 < 10' <br />11 <br />EA <br />4251-462 <br />INLET CURB TYPE J-6 > 10' <br />1 <br />EA <br />4251-521 <br />INLET, DITCH BOTTOM, TYPE C < 10' <br />18 <br />EA <br />4251-521A <br />INLET DITCH BOTTOM, TYPE C < 10' CONTROL STRUCTURE W/ EXTERNAL SKIMMER <br />3 <br />EA <br />4251-531 <br />INLETS DT BOT TYPE C MOD. <10' BACK OF SWK INLET <br />2 <br />EA <br />4251-541 <br />INLETS, DITCH BOTTOM, TYPE D < 10' <br />2 <br />EA <br />4251-541A <br />INLETS DITCH BOTTOM), TYPE D < 10' CONTROL STRUCTURE W/ EXTERNAL SKIMMER <br />5 <br />EA <br />4251-543 <br />INLETS DT BOT TYPED <10' / J BOTTOM <br />2 <br />EA <br />4251-559 <br />INLETS DITCH BOTTOM PEE >10' CONTROL STRUCTURE W/ INTERNAL WEIR <br />2 <br />EA <br />4251-581 <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 />4251-910 <br />INLETS GUTTER CLOSED FLUME <br />1 <br />EA <br />4252-61 <br />MANHOLES, (P-8)(<10') <br />3 <br />EA <br />425-2-71 <br />MANHOLES J-7 <10' CONFLICT STRUCTURE <br />1 <br />EA <br />4252-72 <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 />430-175118 <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 />430-175124 <br />PIPE CULVERT RCP ROUND) (24"SS) <br />2387 <br />LF <br />430-175-124A PIPE CULVERT CAP ROUND(24-SS) <br />112 <br />LF <br />430-175130 <br />PIPE CULVERT RCP ROUND(30-SS) <br />3419 <br />LF <br />430-175-130A PIPE CULVERT CAP ROUND 30" SS <br />62 <br />LF <br />430-175136 <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 />430-175142 <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 />430-175148 <br />PIPE CULVERT RCP ROUND) (48"SS) <br />240 <br />LF <br />430-175-148A PIPE CULVERT CAP ROUND(48-SS) <br />20 <br />LF <br />430-175160 <br />PIPE CULVERT RCP ROUND) (60"SS) <br />1470 <br />LF <br />430-175166 <br />PIPE CULVERT RCP ROUND(66-SS) <br />408 <br />LF <br />430-175215 <br />PIPE CULVERT ERCP (12"X 18" SS <br />60 <br />LF <br />430-175218 <br />PIPE CULVERT ERCP 14" X 23" SS <br />239 <br />LF <br />430-175236 <br />PIPE CULVERT ERCP (29"X 45" SS <br />374 <br />LF <br />430-9643 <br />PVC PIPE 6") (SCH 80 <br />1678 <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 />15 <br />EA <br />430-9112-623 <br />MITERED END SECTION CONC. 12"X1B" CD <br />2 <br />EA <br />(•) = Non -Participating Items <br />(") = Converting to Lump Sum <br />
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