HomeMy WebLinkAbout2022-217STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
STATE -FUNDED GRANT
SUPPLEMENTAL AGREEMENT
SUPPLEMENTAL NO.
CONTRACT NO.
G1U61
FPN
438073-1-54-01
Recipient: Indian River County
This Supplemental Agreement ("Supplemental'), dated
A TRUE COPY
CERTIFICATION ON LAST PAGE
J.R. SMITH Com" 52so,a�
� M MANAGEMENT
12118
Page 1 o12
arises from the desire to supplement the
State -Funded Grant Agreement ("Agreement') entered into and executed on February 11, 2021 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:
This Supplemental Agreement extends the Term of the Agreement from December 31, 2022 to December 31, 2023.
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, 2023
The deliverables stated in Exhibit A in the original agreement dated February 11, 2021 are hereby deleted and replaced
with Exhibit A deliverables of this SA #1.
Reason for this Supplemental and supporting engineering and/or cost analysis:
Due to a Project redesign and material procurement delays, the Deliverables need to be updated and a time extension is
is needed to provide sufficient time for the contractor to complete the Project before the State Funded Grant Agreement
expires.
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CERTIFICATION ON LAST PAGE
J.R. SMITH, CLERK
EXHIBIT A DELIVERABLES
438073 -169th St from 66th Ave to SRS/US-1 Resurfacing
Pay Item
Pay Item Description
101-1
MOBILIZATION/ DEMOBILIZATION
LS
1
102-1
MAINTENANCE OF TRAFFIC
LS
1
104-2
PREVENTION, CONTROL, AND ABATEMENT OF EROSION AND
WATER POLLUTION1
LS
110-1-1
CLEARING & GRUBBING
AC
14
110-7-1
MAIL BOX (F&I)
EA
31
120-1
REGULAR EXCAVATION
CY
8,628
120-6
EMBANKMENT
CY
1,753
160-4
TYPE B STABILIZATION
SY
16,808
210-2A
COQUINA, NEW MATERIAL FOR REWORKING BASE
TN
266
283-1
ASPHALT EMULSION TYPE CSS -1H - PAYMENT WILL BE BASED ON
ACTUAL QTY.GAL
55,000
283-2
CEMENT TYPE 1 OR TYPE 2 - PAYMENT WILL BE BASED ON
ACTUAL QTY.
TN
200
283-7
FULL DEPTH BASE RECLAMATION (10" MIXING DEPTH)
SY
19,942
285-706
OPTIONAL BASE GROUP 04 (CEMENTED COQUINA, LBR 100, 6")
SY
13.111
285-716
OPTIONAL BASE GROUP 18 (CEMENTED COQUINA, LBR 100, 16")
SY
1,781
334-1-13A
SUPERPAVE ASPHALT CONCRETE, (SP -12.5) (TRAFFIC C) (1.5")
TN
2,674
334-1-13B
SUPERPAVE ASPHALT CONCRETE, (SP -12.5) (TRAFFIC C) (2")
TN
141
337-7-82
ASPHALTIC CONCRETE FRICTION COURSE (FC -9.5) (TRAFFIC C) (1")
TN
1,781
400-1-2
CONCRETE CLASS I, ENDWALLS
CY
4
425-1-521
INLETS, DT BOT, TYPE C, <10'
EA
12
425-1-551
INLETS, DT BOT, TYPE E, <10'(W/ CONC. APRON)
EA
1
425-2-41
MANHOLE (TYPE 7) (P -BOTTOM) (<10')
EA
1
430-175-115
CONCRETE PIPE CULVERT (15") (S/CD) (CL 111)
LF
133
430-175-118A
CONCRETE PIPE CULVERT (18") (S/CD) (CL 111)
LF
438
430-175-118B
CORRUGATED ALUMINUM PIPE CULVERT (18") (S/CD)
LF
50
430-175-124A
CONCRETE PIPE CULVERT (24") (S/CD)(CL 111)
LF
23
430-964-4
PVC PIPE FOR NON-STANDARD DRAINAGE (10") (SCH 80)
LF
25
430-984-119
MITERED END SECTION (ROUND) (10") (SD)
EA
1
430-984-123
MITERED END SECTION (ROUND) (15") (SD)
EA
3
430-984-125
MITERED END SECTION (ROUND) (18") (SD)
EA
1
520-1-10 CONCRETE
CURB AND GUTTER (TYPE F)
LF
412
520-2-4 CONCRETE
CURB (TYPE D)
LF
21
520-3 VALLEY
GUTTER - CONCRETE (2' WIDE)
LF
110
CONCRETE
522-2 REINFORCED)
SIDEWALK AND DRIVEWAYS (6" THICK) (FIBER
SY
334
530-3 41 RIPRAP
- RUBBLE (F&I) (DITCH LINING)
TN
50
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CERTIFICATION ON LAST PAGE
J.R. SMITH, CLERK
570-1-1
PERFORMANCE TURF (SOD) (BAHIA)
SY
35,000
**
999-1
ASBUILT SURVEYING AND RECORD DRAWING PREPARATION (BY
REGISTERED SURVEYOR)
LS
1
700-1-11
SINGLE POST SIGN, F&I, GROUND MOUNT, UP TO 12 SF
AS
18
700-1-13
SINGLE POST SIGN, F&I, GROUND MOUNT, 20-30 SF
AS
1
700-1-50
SINGLE POST SIGN, RELOCATE
AS
1
700-13-15
RETROREFLECTIVE SIGN STRIP - F&I, 5'
EA
1
706-3
RETRO -REFLECTIVE MARKERS
EA
362
711-11-121
THERMOPLASTIC, STD, WHITE, SOLID, 6"
LF
16,480
711-11-125
THERMOPLASTIC, STANDARD, WHITE, SOLID, 24"
LF
111
711-11-141A
THERMOPLASTIC, STD, WHITE, SKIP (6'-10'), 6"
LF
107
711-11-141B
THERMOPLASTIC, STD, WHITE, SKIP (2'-4'), 6"
LF
200
711-11-160
THERMOPLASTIC, STD, WHITE, MESSAGE
EA
1
711-11-221
THERMOPLASTIC, STD, YELLOW, SOLID, 6"
LF
10,696
711-11-224
THERMOPLASTIC, STD, YELLOW, SOLID, 18"
LF
38
711-11-231
THERMOPLASTIC, STD, YELLOW, SKIP (10'-30'), 6"
LF
4,020
**
999-1A
UTILITY ASBUILT SURVEYING AND RECORD DRAWING
PREPARATION (BY REGISTERED SURVEYOR)
LS
1
**
1050-31-206
UTILITY PIPE (F&I) (PVC) (WATER MAIN) (6")
LF
20
**
1050-31-208
UTILITY PIPE (F&I) (PVC) (WATER MAIN) (8")
LF
31
**
1050-31-212
UTILITY PIPE (F&I) (PVC) (WATER MAIN) (12")
LF
5,919
**
1050-42-214
UTILITY PIPE (F&I) (HDPE, DR 11) (WATER MAIN) (14")
LF
250
**
v
1055-51-112
UTILITY FITTING (F&I) (45 DEGREE BEND) (WATER MAIN) (12")
EA
20
**
1055-51-206
UTILITY FITTING (F&I) (TEE) (DI) (WATER MAIN) (6"X6")
EA
1
**
1055-51-208
UTILITY FITTING (F&I) (TEE) (DI) (WATER MAIN) (8"X8")
EA
2
**
1055-51-208A
UTILITY FITTING (F&I) (TEE) (DI) (WATER MAIN) (6"X8")
EA
2
**
1055-51-212
UTILITY FITTING (F&I) (TEE) (DI) (WATER MAIN) (6"X12")
EA
2
**
1055-51-212A
UTILITY FITTING (F&I) (TEE) (DI) (WATER MAIN) (8"X12")
EA
4
**
1055-51-308
UTILITY FITTING (F&I) (REDUCER) (DI) (WATER MAIN) (6"X8")
EA
2
**
1055-51-410
UTILITY FITTING - 12"x14" PVC/HDPE TRANSITION COUPLING
EA
2
**
1055-51-508
UTILITY FITTING (F&I) (CAP) (DI) (8") (WATER MAIN)
EA
4
**
1060-11-222A (<80
UTILITY STRUCTURE AND MANHOLE - BELOW GROUND W/ ARV
CF) (9.1'-12')
EA
1
**
1080-11-499
UTILITY FIXTURE (F&I) (TEMPORARY JUMPER CONNECTION) (2")
EA
1
**
1080-24-406 (6")
UTILITY FIXTURE (RELOCATE) (VALVE ASSEMBLY) (WATER MAIN)
EA
1
**
1080-24-108 UTILITY
FIXTURE (F&I) (VALVE ASSEMBLY) (WATER MAIN) (8")
EA
4
**11080-24-112
ILITILITY
FIXTURE (F&I) (VALVE ASSEMBLY) (WATER MAIN) (12")
EA
7
**11080-32-106
UTILITY
FIXTURE (F&I) (SAMPLE POINT) (WATER MAIN) (6")
EA
2
**11080-32-108
1 UTILITY
FIXTURE (F&I) (SAMPLE POINT) (WATER MAIN) (8")
EA
4
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CERTIFICATION ON LAST PAGE
J.R. SMITH, CLERK
**
1080-32-112 UTILITY FIXTURE (F&I) (SAMPLE POINT) (WATER MAIN) (12")
EA
3
**
1644-136-08 FIRE HYDRANT (F&I) (3 WAY) (2 HOSE, 1 PUMPER) (6")
EA
5
**
999-25 Force Account Roadway
**
999-25A Force Account Utility
ivon-participating items
CEI CLASSIFICATIONS
SR. PROJECT ENGINEER
PROJECT ADMINISTRATOR
SR. INSPECTOR
INSPECTOR
INSPECTOR'S AIDE
QUALITY CONTROL (QC) MANAGER
EARTHWORK CONSTRUCTION INSPECTOR LEVEL 1
EARTHWORK CONSTRUCTION INSPECTOR LEVEL 2
ASPHALT PAVING TECHNICIAN LEVEL 1
ASPHALT PAVING TECHNICIAN LEVEL 2
CONTRACT SUPPORT SPECIALIST
INDIAN RIVER COUNTY
THIS 18 TO TIFY THAT THIS 18 A TRUE AND CORRECT
COPY OF RIaIN ON FILE N THIS OFFICE.
TII C RK
STATE OF FLORIDA DEPARTMENT OF TRANSPO ON FFR Y R. 525-010-60
STATE -FUNDED GRANT ItiANACEMENT
SUPPLEMENTAL AGREEMF Page 2 1218of 2
IN WITNESS WHEREOF, the parties have caused these presents to be executed the day and year first above written.
RECIPIENT:
By:
- _��A L)
Name: Peter D. O'Bryan
Title: Chairman
. STATE OF FLORIDA
'OA1M/s '•
�,� �:�� .,......,, Sio^ ;�• DEPARTMENT OF TRANSPORTATION
Ic
y; .;oQ Name: Steven C. Braun, P.E.
`•�qy, .% Title: Director of Transportation Development
�'9��;ER COON ,••
Legal Review:
Attest: Jeffrey R. Smith, Clerk of
Cir Court and Comptroller
Deputy Clerk
APPROVED AS TO F10" 14
AND L L � �I
BY
WILLIA."I \. DcB .AAL
DEPUTY COUNTY ATTORNEY