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2022-217
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2022-217
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Last modified
11/15/2022 4:55:20 PM
Creation date
11/15/2022 4:53:14 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Agreement
Approved Date
11/01/2022
Control Number
2022-217
Agenda Item Number
8.J.
Entity Name
State of Florida – Department of Transportation (FDOT)
Subject
Supplemental Agreement No.1 for construction and engineering inspection (CEI)
Services Resurfacing 69th Street from 66th Avenue to SR5/US1
FM No. 428073-1-54-01
Area
69th Street from 66th Avenue to SR5/US1
Bid Number
IRC-1639
Document Relationships
2022-081
(Agenda)
Path:
\Resolutions\2020's\2022
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A TRUE COPY <br />CERTIFICATION ON LAST PAGE <br />J.R. SMITH, CLERK <br />EXHIBIT A DELIVERABLES <br />438073 -169th St from 66th Ave to SRS/US-1 Resurfacing <br />Pay Item <br />Pay Item Description <br />101-1 <br />MOBILIZATION/ DEMOBILIZATION <br />LS <br />1 <br />102-1 <br />MAINTENANCE OF TRAFFIC <br />LS <br />1 <br />104-2 <br />PREVENTION, CONTROL, AND ABATEMENT OF EROSION AND <br />WATER POLLUTION1 <br />LS <br />110-1-1 <br />CLEARING & GRUBBING <br />AC <br />14 <br />110-7-1 <br />MAIL BOX (F&I) <br />EA <br />31 <br />120-1 <br />REGULAR EXCAVATION <br />CY <br />8,628 <br />120-6 <br />EMBANKMENT <br />CY <br />1,753 <br />160-4 <br />TYPE B STABILIZATION <br />SY <br />16,808 <br />210-2A <br />COQUINA, NEW MATERIAL FOR REWORKING BASE <br />TN <br />266 <br />283-1 <br />ASPHALT EMULSION TYPE CSS -1H - PAYMENT WILL BE BASED ON <br />ACTUAL QTY.GAL <br />55,000 <br />283-2 <br />CEMENT TYPE 1 OR TYPE 2 - PAYMENT WILL BE BASED ON <br />ACTUAL QTY. <br />TN <br />200 <br />283-7 <br />FULL DEPTH BASE RECLAMATION (10" MIXING DEPTH) <br />SY <br />19,942 <br />285-706 <br />OPTIONAL BASE GROUP 04 (CEMENTED COQUINA, LBR 100, 6") <br />SY <br />13.111 <br />285-716 <br />OPTIONAL BASE GROUP 18 (CEMENTED COQUINA, LBR 100, 16") <br />SY <br />1,781 <br />334-1-13A <br />SUPERPAVE ASPHALT CONCRETE, (SP -12.5) (TRAFFIC C) (1.5") <br />TN <br />2,674 <br />334-1-13B <br />SUPERPAVE ASPHALT CONCRETE, (SP -12.5) (TRAFFIC C) (2") <br />TN <br />141 <br />337-7-82 <br />ASPHALTIC CONCRETE FRICTION COURSE (FC -9.5) (TRAFFIC C) (1") <br />TN <br />1,781 <br />400-1-2 <br />CONCRETE CLASS I, ENDWALLS <br />CY <br />4 <br />425-1-521 <br />INLETS, DT BOT, TYPE C, <10' <br />EA <br />12 <br />425-1-551 <br />INLETS, DT BOT, TYPE E, <10'(W/ CONC. APRON) <br />EA <br />1 <br />425-2-41 <br />MANHOLE (TYPE 7) (P -BOTTOM) (<10') <br />EA <br />1 <br />430-175-115 <br />CONCRETE PIPE CULVERT (15") (S/CD) (CL 111) <br />LF <br />133 <br />430-175-118A <br />CONCRETE PIPE CULVERT (18") (S/CD) (CL 111) <br />LF <br />438 <br />430-175-118B <br />CORRUGATED ALUMINUM PIPE CULVERT (18") (S/CD) <br />LF <br />50 <br />430-175-124A <br />CONCRETE PIPE CULVERT (24") (S/CD)(CL 111) <br />LF <br />23 <br />430-964-4 <br />PVC PIPE FOR NON-STANDARD DRAINAGE (10") (SCH 80) <br />LF <br />25 <br />430-984-119 <br />MITERED END SECTION (ROUND) (10") (SD) <br />EA <br />1 <br />430-984-123 <br />MITERED END SECTION (ROUND) (15") (SD) <br />EA <br />3 <br />430-984-125 <br />MITERED END SECTION (ROUND) (18") (SD) <br />EA <br />1 <br />520-1-10 CONCRETE <br />CURB AND GUTTER (TYPE F) <br />LF <br />412 <br />520-2-4 CONCRETE <br />CURB (TYPE D) <br />LF <br />21 <br />520-3 VALLEY <br />GUTTER - CONCRETE (2' WIDE) <br />LF <br />110 <br />CONCRETE <br />522-2 REINFORCED) <br />SIDEWALK AND DRIVEWAYS (6" THICK) (FIBER <br />SY <br />334 <br />530-3 41 RIPRAP <br />- RUBBLE (F&I) (DITCH LINING) <br />TN <br />50 <br />
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