HomeMy WebLinkAbout2024-014STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
STATE -FUNDED GRANT
SUPPLEMENTAL AGREEMENT
SUPPLEMENTAL NO.
2
CONTRACT NO.
G2A86
FPN
436379-2-54-01
Recipient: Indian River County
This Supplemental Agreement ("Supplemental"), dated
525-010-60
PROGRAM MANAGEMENT
12/18
Page 1 of 1
arises from the desire to supplement the
State -Funded Grant Agreement ("Agreement") entered into and executed on June 17,2022 as identified above. All
provisions in the Agreement and supplements, if any, remain in effect except as expressly modified by this Supplemental.
The parties agree that the Agreement is to be amended and supplemented as follows:
The first sentence of Paragraph 3 is amended to read as follows:
This Agreement shall commence upon full execution by both Parties and the Recipient shall complete the Project on or
before December 31 s1, 2025.
The deliverables stated in Exhibit A in the Supplemental Agreement #1 dated, May 22, 2023 are hereby deleted and
replaced with Exhibit A deliverables in this agreement SA#2.
Reason for this Supplemental and supporting engineering and/or cost analysis:
The County experienced delays in the procurement of materials which resulted in a revised project schedule. This
Supplement Agreement extends the terms of the executed agreement from June 30, 2024 to December 31,2025 in order
to align with the revised construction schedule and to avoid agreement expiration prior to project completion.
As a result of approved addendums, Exhibit A must be updated to include additioanl pay items approved during the
bidding and award of the project.
IN WITNESS WHEREOF, the parties have caused these presents to be executed the day and year first above written.
RECIPIENT:
Indian River County
By:
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
:By
'•FgCOUhlTy.�•'�
APPROVED AS TO FORM
AND E SU FIC
BY"
K. EBRAAL
COUNTY ATTORNEY
Name: John P. Krane , P.E,
Title: Director of Transportation Development
Legal Review:
Attest: Ryan L. Butler, Clerk of
Circuit Court and Comptroller
1 of 7
ey:
Puty Clerk
Alt Forth 525-010-60eA STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 525-011-0A
STATE -FUNDED GRANT AGREEMENT PROGRAM MANAGEMENT
05/21
EXHIBIT A
PROJECT DESCRIPTION AND RESPONSIBILITIES
FPN: 436379-2-54-01
This exhibit forms an integral part of the Agreement between the State of Florida, Department of Transportation and
Indian River County (the Recipient)
PROJECT LOCATION:
❑ The project is on the National Highway System
❑ The project is on the State Highway System.
PROJECT LENGTH AND MILE POST LIMITS: 66TH AVE FROM 69TH ST TO CR-510/85TH ST
88530000 COMPOSITE 2
5.526 / 6.918 1.392
88530000 LEFT RDWY 1
6.918 / 7.128 0.210
88530000 RIGHT RDWY 1
6.918 / 7.128 0.210
88530000 COMPOSITE 2
7.128 / 7.463 0.335
88530000 LEFT RDWY 1
7.463 / 7.546 0.083
88530000 RIGHT RDWY 1
7.463 / 7.546 0.083
PROJECT DESCRIPTION: CEI and Construction of the proposed improvements to 66th Avenue from north of 69th Street
to 85th Street (CR510) consisting of the widening and reconstruction of the existing roadway to a 4 -lane divided roadway
section within the project limits. Curb and gutter and a raised median will be provided. An 8' wide concrete sidewalk will be
provided on the west side of the roadway. Also included will be stormwater drainage improvement, pavement markings,
traffic signals and landscape and irrigation improvements.
SPECIAL CONSIDERATIONS BY RECIPIENT:
The Recipient is required to provide a copy of the design plans for the Department's review and approval to coordinate
permitting with the Department, and notify the Department prior to commencement of any right-of-way activities.
The Recipient shall commence the project's activities subsequent to the execution of this Agreement and shall perform in
accordance with the following schedule:
a) Study to be completed by N/A.
b) Design to be completed by N/A.
c) Right -of -Way requirements identified and provided to the Department by N/A.
d) Right -of -Way to be certified by N/A.
e) Construction contract to be let by N/A.
f) Construction to be completed by June 30, 2025
If this schedule cannot be met, the Recipient will notify the Department in writing with a revised schedule or the project is
subject to the withdrawal of funding.
SPECIAL CONSIDERATIONS BY DEPARTMENT:
2 of 7
FM# 436379-2-54-01 '
ITEM NO.
DESCRIPTION
Unit
Quantity
ROADWAY
101-1
MOBILIZATION/ DEMOBILIZATION
LS
1
102-1
MAINTENANCE OF TRAFFIC
LS
1
**102-14
TRAFFIC CONTROL OFFICER (OFF DUTY LAW ENFORCEMENT)
PH
500
104-2
PREVENTION, CONTROL & ABATEMENT OF EROSION AND WATER POLLUTION
LS
1
110-1-1
CLEARING & GRUBBING
LS
1
**110-1-2
DEMOLITION OF EXISTING BUILDINGS
EA
3
** 110-5
PLUGGING WATER WELL - ARTESIAN
EA
6
110-7-1
MAILBOX F & I
EA
27
120-1
REGULAR EXCAVATION
CY
318,808
120-4
SUBSOIL EXCAVATION
CY
1,027
120-5
CHANNEL EXCAVATION
CY
1,915
120-6
EMBANKMENT
CY
59,799
160-4
TYPE "B" STABILIZATION
SY
100,633
285-709
OPTIONAL BASE GROUP 9
SY
71,787
286-1
TURNOUT CONSTRUCTION
SY
920
334-1-13
SUPERPAVE ASPHALT CONCRETE (SP -12.5) (TRAFFIC C) (2.0")
TN
8,242
337-7-82
ASPHALTIC CONCRETE FRICTION COURSE (FC -9.5) (TRAFFIC C) (1.0")
TN
4,121
400-1-2
CLASS I CONCRETE (ENDWALL)
CY
14.97
400-2-2
CLASS II CONCRETE (ENDWALL)
CY
22.60
415-1-1
REINFORCING STEEL (ROADWAY)
LB
1,390
425-1-11
MODIFY EXIST, DRAINAGE STRUCTURE
EA
1
425-1-351
INLETS (CURB) (TYPE P-5) (<10')
EA
8
425-1-355
INLETS (CURB) (TYPE P-5) (PARTIAL)
EA
1
425-1-361
INLETS (CURB) (TYPE P-6) (<10')
EA
17
425-1-451
INLETS (CURB) (TYPE J-5) (<10')
EA
3
425-1-451B
INLETS (CURB) (TYPE J-5) (<10') (CONTROL STRUCTURE)
EA
1
425-1-452
INLETS (CURB) (TYPE J-5) (>10')
EA
3
425-1-461
INLETS (CURB) (TYPE J-6) (<10')
EA
7
425-1-462
INLETS (CURB) (TYPE J-6) (>10')
EA
2
425-1-521
INLETS (DT BOT) (TYPE C) (<10')
EA
11
425-1-541
INLETS (DT BOT) (TYPE D) (<10')
EA
1
425-1-559
INLETS (DT BOT) (TYPE E) (>10') (CONTROL STRUCTURE)
EA
1
425-1-582
INLETS (DT BOT) (TYPE H, 4 -GRATE) (>10') (CONTROL STRUCTURE)
EA
1
425-2-41
MANHOLES (P-7) (<10')
EA
6
425-2-63
MANHOLE (P-8) (PARTIAL) (TOP ONLY)
EA
3
425-2-71
MANHOLES (J-7) (<10')
EA
9
430-175-118
PIPE CULVERT (RCP) (ROUND) (18" SS)
LF
2,339
430-175-118B
PIPE CULVERT (P.P.) (ROUND) (18" SS)
LF
310
430-175-124
PIPE CULVERT (RCP) (ROUND) (24" SS)
LF
1,412
430-175-124B
PIPE CULVERT (P.P.) (ROUND) (24" SS)
LF
467
430-175-130
PIPE CULVERT (RCP) (ROUND) (30" SS)
LF
1,244
430-175-130B
PIPE CULVERT (P.P.) (ROUND) (30" SS)
LF
118
430-175-136
PIPE CULVERT (RCP) (ROUND) (36" SS)
LF
1,818
430-175-142
PIPE CULVERT (RCP) (ROUND) (42" SS)
LF
394
430-175-142B
PIPE CULVERT (P.P.) (ROUND) (42" SS)
LF
136
430-175-148
PIPE CULVERT (RCP) (ROUND) (48" SS)
LF
314
430-175-1488
PIPE CULVERT (P.P.) (ROUND) (48" SS)
LF
104
430-175-154
PIPE CULVERT (RCP) (ROUND) (54" SS)
LF
27
430-175-160
PIPE CULVERT (RCP) (ROUND) (60" SS)
LF
2,032
430-175-160A
PIPE CULVERT (C.A.P.) (ROUND) (60" SS)
LF
160
430-175-166
PIPE CULVERT (RCP) (ROUND) (66" SS)
LF
123
FM# 436379-2-54-01
ITEM NO.
DESCRIPTION
Unit
Quantity
430-175-172
PIPE CULVERT (RCP) (ROUND) (72" SS)
LF
522
430-175-184
PIPE CULVERT (RCP) (ROUND) (84" SS)
LF
40
430-175-215
PIPE CULVERT (ERCP) (12" X 18" SS)
LF
147
430-175-236
PIPE CULVERT (ERCP) (29" X 45" SS)
LF
192
430-175-260
PIPE CULVERT (ERCP) (48" X 76" SS)
LF
145
430-964-8
PIPE CULVERT (SCH. 80 PVC) (8")
LF
1,341
430-982-125
MITERED END SECTION (CONC.) (18" CD) (4:1)
EA
1
430-982-129
MITERED END SECTION (CONC.) (24" CD) (4:1)
EA
2
440-1-20
UNDERDRAIN (TYPE II)
LF
1,917
520-1-10
CONCRETE CURB & GUTTER (TYPE F)
LF
16,420
520-1-11
CONCRETE CURB & GUTTER (TYPE F) (MOD.)
LF
13,918
522-2
CONCRETE SIDEWALK & DRIVEWAY, 6" THICK, 3000 PSI, FIBER REINFORCED
SY
10,072
527-2
DETECTABLE WARNINGS
SF
190
530-3-4
RIPRAP, RUBBLE (F&I) (DITCH LINING)
TN
789
550-10-222
FENCING (TYPE B) (6.0') (WITH VINYL COATING)
LF
3,519
550-60-225
FENCE GATE (TYPE B) (DOUBLE) (24.0' OPENING)
EA
3
570-1-2A
PERFORMANCE TURF (SOD) (BAHIA)
SY
203,104
630-2-11A
CONDUIT (OPEN TRENCH) (F&I) (2")
LF
7,735
633-1-124
FIBER OPTIC CABLE (F&I) (UNDERGROUND) (144 STRAND)
LF
8,635
633-2-31
FIBER OPTIC CONNECTION (INSTALL) (SPLICE)
EA
108
633-2-32
FIBER OPTIC CONNECTION (INSTALL) (TERMINATION)
EA
192
633-3-11
SPLICE ENCLOSURE (F&I) (SPLICE ENCLOSURE)
EA
3
635-2-12
PULL AND SPLICE BOX (F&I) (17"X30") (PULL BOX)
EA
9
635-2-13
PULL AND SPLICE BOX (F&I) (30"X48") (SLACK BOX)
EA
9
SIGNS AND MARKINGS
700-1-11
SINGLE POST SIGN (FURNISH & INSTALL) (LESS THAN 12 SF)
AS
70
700-1-12
SINGLE POST SIGN (FURNISH & INSTALL) (12-20 SF)
AS
3
700-1-60
SINGLE POST SIGN (REMOVE) (DELIVER TO IRC PUBLIC WORKS)
AS
2
700-2-12
MULTI -POST SIGN (FUNISHED & INSTALLED) (12-20 SF)
AS
2
706-3
RETRO -REFLECTIVE PAVEMENT MARKERS
EA
1,039
711-11-121
THERMOPLASTIC, STD, WHITE, SOLID, 6"
LF
20,010
711-11-122
THERMOPLASTIC, STD, WHITE, SOLID, 8"
LF
5,193
711-11-123
THERMOPLASTIC, STD, WHITE, SOLID, 12"
LF
1,149
711-11-124
THERMOPLASTIC, STD, WHITE, SOLID, 18"
LF
1,518
711-11-125
THERMOPLASTIC, STD, WHITE, SOLID, 24"
LF
981
711-11-131
THERMOPLASTIC, STD, WHITE, SKIP (10'-30'), 6"
LF
14,163
711-11-141
THERMOPLASTIC, STD, WHITE, SKIP (2'-4'/ 6'-10'), 6"
LF
2,270
711-11-160
THERMOPLASTIC, STD, WHITE, MESSAGE
EA
28
711-11-170
THERMOPLASTIC, STD, WHITE, ARROW
EA
77
711-11-221
THERMOPLASTIC, STD, YELLOW, SOLID 6"
LF
21,256
711-11-224
THERMOPLASTIC, STD, YELLOW, SOLID 18"
LF
1,356
711-11-241
THERMOPLASTIC, STD, YELLOW, SKIP (2'-4'/ 6'-10'), 6"
LF
1,036
711-17-1
THERMOPLASTIC, REMOVE (HYDROBLAST)
SF
264
SIGNALIZATION
630-2-11
CONDUIT (SIGNAL) (F & I) (OPEN TRENCH)
LF
235
630-2-12
CONDUIT (SIGNAL) (F & 1) (DIRECTIONAL BORE)
LF
390
632-7-1
CABLE (SIGNAL) (F & 1)
PI
1
632-7-6
SIGNAL CABLE (REMOVE - INTERSECTION)
PI
1
635-2-11
PULL BOX & SPLICE BOX (F & I) (13"x24")
EA
13
639-1-610
ELECTRICAL POWER SERVICE (REMOVE - OVERHEAD)
AS
1
639-1-122
ELECTRICAL POWER SERVICE (SIGNAL) (UNDERGROUND) (METER PURCHASED BY
AS
1
639-2-1
ELECTRICAL SERVICE WIRE (F & 1)
LF
20
FM# 436379-2-54-01
ITEM NO.
DESCRIPTION
Unit
Quantity
639-3-11
ELECTRICAL SERVICE DISCONNECT (F & 1) (POLE MOUNTED)
EA
1
641-2-12
PRESTRESSED CONC. POLE STANDARD PLANS 641-010 (F & I ) (TYPE P-11 SERVICE POLE)
EA
1
641-2-80
PRESTRESSED CONC. POLE STANDARD PLANS 641-010 (COMPLETE/ DEEP REMOVAL
POLES 30' AND GREATER)
EA
2
646-1-11
ALUMINUM SIGNALS POLE PEDESTAL AND PEDESTRIAN DETECTOR POST (F&I) (PEDESTAL)
EA
6
646-1-60
ALUMINUM SIGNALS POLE (PEDESTAL AND PEDESTRIAN DETECTOR POST) (REMOVE)
EA
2
649-31-107
MAST ARM (F & 1) (WIND SPEED 150 W/0 BACKPLATES) (W/ LUMINAIRE) (ARM LENGTH
46')
EA
1
649-31-108
OAST ARM (F & 1) (WIND SPEED 150 W/O BACKPLATES) (W/ LUMINAIRE) (ARM LENGTH
EA
1
649-31-109
MAST ARM (F & 1) (WIND SPEED 150 W/O BACKPLATES) (W/ LUMINAIRE) (ARM LENGTH
70.5')
EA
2
650-1-14
VEHICULAR TRAFFIC SIGNAL (F & 1) (ALUMINUM) (3 -SECTION) (1 -WAY)
AS
8
650-1-18
VEHICULAR TRAFFIC SIGNAL (F & 1) (ALUMINUM) (5 -SECTION) (1 -WAY) (STRAIGHT)
AS
2
653-1-11
PEDESTRIAN SIGNAL (F & 1) (LED -COUNTDOWN) (1 -WAY)
AS
8
660-4-11
VEHICLE DETECTION SYSTEM (F & 1) (VIDEO) (CABINET EQUIPMENT)
EA
1
660-4-12
VEHICLE DETECTION SYSTEM (F & 1) (VIDEO) (ABOVE GROUND EQUIPMENT)
EA
4
665-1-11
PEDESTRIAN DETECTOR (F & 1) (STANDARD)
AS
8
670-5-111
TRAFFIC CONTROLLER ASSEMBLY (F & 1) (NEMA) (TYPE 5) (ONE PREEMPTION PLAN)
AS
1
670-5-600
TRAFFIC CONTROLLER ASSEMBLY (REMOVE CONTROLLER AND CABINET)
AS
1
682-1-133
ITS CCTV (F &I) (DOME ENCLOSURE - NON -PRESSURIZED) (IP) (HD)
EA
1
684-1-1
MANAGED FIELD ETHERNET SWITCH (F & 1)
EA
1
685-1-14
UNINTERRUPTIBLE POWER SUPPLY (F & 1) (LINE INTERACTIVE)
EA
1
700-5-22
INTERNALLY ILLUMINATED SIGN (F & 1) (OVERHEAD MOUNT, <12 SF)
EA
4
715-1-11
LIGHTING CONDUCTORS (F & 1) (INSULATED, No. 10 OR <)
LF
1,914
715-5-31
LUMINAIRE & BRACKET ARM (F&I) (ALUMINUM)
EA
4
LANDSCAPE & IRRIGATION
**570-1-2B PERFORMANCE TURF (SOD)(ST AUGUSTINE'FLORATAM')
SY
16,606
**580-1-1 LANDSCAPE SMALL PLANTS)
LS
1
**580-1-2 LANDSCAPE (LARGE PLANTS)
LS
1
**580-12-10 FLORA -MULCH (3" DEPTH)
CY
700
**162-1-3 PREPARED SOIL LAYER (SPECIAL DEPTH)
CY
950
**590-70 IRRIGATION COMPLETE
LS
1
UTILITIES
*999-16 RECORD/ AS -BUILT DRAWINGS (IRC UTILITY)
LS
1
**1050-31-204 UTILITY PIPE - PVC 4" FM) F & 1)
LF
591
**1050-31-206 UTILITY PIPE - PVC 6" WM (F & I)
LF
209
**1050-31-212 UTILITY PIPE - PVC 12" WM (F & I)
LF
147
**1050-31-216 UTILITY PIPE - PVC 16" WM F & 1)
LF
200
**1055-51-116 UTILITY FITTING - 16" 45 DEGREE DI BEND (FM)
EA
16
**1055-51-512 UTILITY FITTING - 12" BLIND FLANGE WM
EA
2
**1080-11-403 UTILITY FIXTURE - 12"x16" TAPPING SADDLE & SLEEVE (WM)
EA
2
**1080-24-106 UTILITY FIXTURE - 6" GATE VALVE (WM)
EA
3
**1080-24-112 UTILITY FIXTURE - 12" GATE VALVE (WM)
EA
2
**1080-11-415 UTILITY FIXTURE - 2" TEMPORARY JUMPER VALVE ASSEMBLY
EA
4
FM# 436379-2-54-01 '
ITEM NO.
DESCRIPTION
Unit
Quantity
**1080-27116
UTILITY FIXTURE - 16" LINE STOP (WM)
EA
8
**1080-26-102
UTILITY FIXTURE - AIR RELEASE VALVE
EA
2
**1644-113-08
FIRE HYDRANT ASSEMBLY (F&I)
EA
3
**1644-700
FIRE HYDRANT ASSEMBLY (ADJUST & MODIFY)
EA
1
**999-25A
FORCE ACCOUNT - UTILITIES
LS
1
**999-1
CONSTRUCTION LAYOUT/ RECORD DRAWINGS
LS
1
**999-25
FORCE ACCOUNT/CONTINGENCY
LS
1
** non participating items
CEI CLASSIFICATIONS
Sr. Project Engineer (SPE)
Project Administrator (PA)
Assistant ProjectAdministrator (APA)
Sr. Inspector
Inspector
Inspector's Aide
Contract Support Specialist (CSS)
DocuSign Envelope ID: B4B900F9-55B6-41CA-9255-660110131338A4
Florida Department of Transportation
RON DESANTIS 3400 West Commercial Boulevard JARED W. PERDUE, P.E.
GOVERNOR Fort Lauderdale, FL 33309 SECRETARY
01/24/2024 1 4:33 PM EST
Ms. Kirstin Leiendecker, P.E.
Assistant Public Works Director
Indian River County
1801 271' Street.
Vero Beach, Florida 32960
Email: kleiendeckerAindianriver.gov
Dear Ms. Leiendecker:
RE CEI and Construction of 66th Avenue from 69th St to CR-510/85th Street
Supplemental Number 2 / FM No: 436379-2-54-01 / Contract No: G2A86
Enclosed please find an executed Local Agency Supplemental Agreement Number 2 for the
reference project. Please retain this document for your records.
If you have any questions, please do not hesitate to contact me. I can be reached at (954) 777-
4608 or at email address Mya.Williams(&dot.state.fl.us
Sincerely,
hyva'
Slpned by:
a
38F926�04-
ray
Local Program Administrator
Florida Department of Transportation
District Four
MW/wc
cc: Carolina Sanchez — FDOT Construction
Ronald Arcalas — FDOT Materials Lab
Chloann Lawrence/Diego Velasquez — FDOT Treasure Coast Operations
D4 Work Program - FDOT
Financial Services - FDOT
Jill Williams — Indian River County
Mark Winslow - Indian River County
Jim Mann — Indian River County
File
www.fdot.gov I www.d4fdot.com