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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 />536-82 <br />GUARDRAIL ANCHORAGE- CONCRETE BARRIER WALL <br />3 <br />EA <br />536-85-24 <br />GUARDRAIL END ANCHORAGE ASSEMBLY- PARALLEL <br />3 <br />EA <br />536-85-25 <br />GUARDRAIL END ANCHORAGE ASSEMBLY- TYPE II <br />2 <br />EA <br />550-10-918 <br />FENCE, RELOCATE EXISTING <br />502 <br />LF <br />550-10-222 <br />FENCING TYPE B, 5.1-6.0' WNINYL COATING <br />3325 <br />LF <br />550-60-214 <br />FENCE GATE, TYPE B SINGLE, 18.1-20.00' OPENING <br />6 <br />EA <br />570-1-1 <br />PERFORMANCE TURF - SOD (ST. AUGUSTINE) <br />17429 <br />SY <br />570-1-2 <br />PERFORMANCE TURF - SOD (BAHIA) <br />82650 <br />SY <br />700-1-5 <br />SINGLE POST SIGN, RELOCATED <br />2 <br />AS <br />700-1-60 <br />SINGLE POST SIGN, REMOVED <br />20 <br />AS <br />700-20-11 <br />SINGLE POST SIGN, F&I, GROUND MOUNT, UP TO 12 SF <br />26 <br />AS <br />700-20-13 <br />SINGLE POST SIGN, F&I, GROUND MOUNT, 21-30 SF <br />4 <br />AS <br />706-3 <br />RETRO -REFLECTIVE PAVEMENT MARKERS (BI-DIR, AMBER/AMBER) <br />880 <br />EA <br />706-3A <br />RETRO -REFLECTIVE PAVEMENT MARKERS (BI-DIR, WHITE/RED) <br />445 <br />EA <br />711-11-121 <br />SOLID TRAFFIC STRIP (6" WHITE) THERMOPLASTIC <br />4.09 <br />NM <br />711-11-122 <br />SOLID TRAFFIC STRIP (8" WHITE) THERMOPLASTIC <br />0.513 <br />NM <br />711-11-123 <br />SOLID TRAFFIC STRIP (12" WHITE) THERMOPLASTIC <br />683 <br />LF <br />711-11-124 <br />SOLID TRAFFIC STRIP (18" WHITE) THERMOPLASTIC <br />715 <br />LF <br />711-11-125 <br />SOLID TRAFFIC STRIP (24" WHITE) THERMOPLASTIC <br />136 <br />LF <br />711-11-131 <br />SKIP TRAFFIC STRIP (6" WHITE 10' - 30') THERMOPLASTIC <br />2.132 <br />GM <br />711-11-141 <br />SKIP TRAFFIC STRIP (6" WHITE 6' - 10') THERMOPLASTIC <br />0.485 <br />GM <br />711-11-170 <br />TURN ARROWS, THERMOPLASTIC <br />28 <br />EA <br />711-11-170A <br />TURN ARROWS, THERMOPLASTIC, U-TURN <br />23 <br />EA <br />711-11-221 <br />SOLID TRAFFIC STRIPE (6" YELLOW) THERMOPLASTIC <br />3.95 <br />NM <br />711-11-224 <br />SOLID TRAFFIC STRIPE (18" YELLOW) THERMOPLASTIC <br />202 <br />LF <br />711-11-241 <br />SKIP TRAFFIC STRIP (6" YELLOW 6' - 10') THERMOPLASTIC GAP EXTENSION <br />0.334 <br />GM <br />1050-11-224 <br />12" PVC REUSE WATER MAIN <br />374 <br />LF <br />1050-11-921 <br />17"x28" METER BOX <br />2 <br />EA <br />1080-11-201 <br />4" MECHANICAL JOINT GATE VALVE <br />2 <br />EA <br />1080-11-403 <br />12"X12" TAPPING SLEEVE AND VALVE <br />2 <br />EA <br />1080-11-404 <br />12" MECHANICAL JOINT GATE VALVE <br />2 <br />EA <br />1610-14 <br />FITTINGS <br />1 <br />TN <br />BRIDGE IMPROVEMENTS <br />53TH STREET OVER LATERAL "A" CANAL <br />110-3 <br />DEMOLITION AND REMOVAL EXISTING BRIDGE <br />1 <br />LS <br />SUPERSTRUCTURE <br />400-2-4 <br />CLASS II CONCRETE FOR CLOSURE POURS BETWEEN DECK UNITS <br />15 <br />CY <br />415-1-4 <br />REINFORCING STEEL <br />990 <br />LBS <br />450-88-18A <br />PRESTRESSED PRECAST DECK UNITS (18" X 4'-3" X 36-0") (12 REQUIRED) <br />432 <br />LF <br />450-88-18B <br />PRESTRESSED PRECAST DECK UNITS (18" X 4'6" X 36-0") (2 REQUIRED) <br />72 <br />LF <br />460-70-2 <br />ALUMINUM BICYCLE BULLET BARRIER RAILING <br />74 <br />LF <br />521-5-1 <br />CONCRETE TRAFFIC RAILING BARRIER- (32" F SHAPE) <br />37 <br />LF <br />521-5-4 <br />CONCRETE TRAFFIC RAILING BARRIER- (32" VERTICAL SHAPE) <br />37 <br />LF <br />521-72-3 <br />SHOULDER CONCRETE BARRIER WALL (INDEX 410- CANTALEVER WALL) <br />66 <br />LF <br />SUBSTRUCTURE <br />400-2-5 <br />CLASS II CONCRETE FOR PILE CAPS <br />76 <br />CY <br />415-1-5 <br />REINFORCING STEEL <br />12122 <br />LBS <br />455-33-2 <br />PRESTRESSED PILE 18" SQUARE X 70'-0" MINUMUM (TEST PILE- ABUTEMENT) (2 EA) <br />140 <br />LF <br />455-34-2A <br />PRESTRESSED PILE 18" SQUARE X 55'-0" MINUMUM (TEST PILE- ABUTEMENT) (19 EA) <br />1045 <br />LF <br />455-34-2B <br />PRESTRESSED PILE 14" SQUARE X 547-0" MINUMUM (TEST PILE- ABUTEMENT) (12 EA) <br />600 <br />LF <br />455-14-5 <br />r X 8'-0 X 12'-0" SHEET WALL (26 EA) <br />312 <br />LF <br />SIDEWALKS <br />400-2-4 <br />CLASS II CONCRETE <br />8 <br />CY <br />415-1-4 <br />REINFORCING STEEL <br />343 <br />LBS <br />339-1 <br />MISCELLANEOUS ASPHALT <br />2 <br />TN <br />400-2-10 <br />CLASS II CONCRETE <br />124 <br />CY <br />415-1-9 <br />REINFORCING STEEL <br />19570 <br />LBS <br />530-3-3 <br />ROCK RUBBLE (CANAL EXCAVATION AS REQUIRED SHALL BE INCLUDED IN THE COST ROCK RUBBLE) <br />2" PVC CONDUIT <br />1232 <br />152 <br />TN <br />LF <br />715-2117 <br />The Recipient will need written approval from the Department, if deviating from the Deliverables shown in Exhibit A. <br />
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