HomeMy WebLinkAbout2024-191SECTION 00520 Agreement (Public Works)
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ARTICLE1- WORK...................................................................................................................2
ARTICLE2 - THE PROJECT.......................................................................................................2
ARTICLE3 - ENGINEER............................................................................................................2
ARTICLE4 - CONTRACT TIMES................................................................................................2
ARTICLE5 - CONTRACT PRICE.................................................................................................3
ARTICLE 6 - PAYMENT PROCEDURES.....................................................................................4
ARTICLE7 - INDEMNIFICATION..............................................................................................5
ARTICLE 8 - CONTRACTOR'S REPRESENTATIONS...................................................................5
ARTICLE9 - CONTRACT DOCUMENTS....................................................................................6
ARTICLE10- MISCELLANEOUS...............................................................................................8
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SECTION 00520 Agreement (Public Works)
THIS AGREEMENT is by and between INDIAN RIVER COUNTY, a Political Subdivision of the
State of Florida organized and existing under the Laws of the State of Florida, (hereinafter called
OWNER) and Timothy Rose Contracting, Inc. (hereinafter called CONTRACTOR).
OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree
as follows:
ARTICLE 1 - WORK
1.01 CONTRACTOR shall complete all Work as specified or indicated in the Contract
Documents. The Work is generally described as follows:
The proposed project for 43rd Avenue Bicycle & Pedestrian Access Improvements
from 12t' Street to 18111 Street includes but is not limited to adding 6-footbike lanes, drainage
improvements, milling, resurfacing, striping, 6 -foot wide sidewalks, pedestrian signalization
improvements, and utility relocations.
ARTICLE 2 - THE PROJECT
2.01 The Project for which the Work under the Contract Documents may be the whole or only a
part is generally described as follows:
Project Name: 43RD AVENUE BICYCLE & PEDESTRIAN IMPROVEMENTS
(12TH STREET TO 18TH STREET)
County Project Number: IRC -1818
FM Number: 44270-1-54-01
Bid Number: 2024043
Project Address: 43RD AVENUE VERO BEACH, FL 32966
ARTICLE 3 - ENGINEER
3.01 The Indian River County Public Works Department is hereinafter called the ENGINEER and
will act as OWNER's representative, assume all duties and responsibilities, and have the
rights and authority assigned to ENGINEER in the Contract Documents in connection with
the completion of the Work in accordance with the Contract Documents.
ARTICLE 4 - CONTRACT TIMES
4.01 Time of the Essence
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A. All time limits for Milestones, if any, Substantial Completion, and completion and readiness
for final payment as stated in the Contract Documents are of the essence of the Contract.
4.02 Days to Achieve Substantial Completion, Final Completion and Final Payment
A. The Work will be substantially completed on or before the270th calendar day after the date
when the Contract Times commence to run as provided in paragraph 2.03 of the General
Conditions, and completed and ready for final payment in accordance with paragraph 14.07
of the General Conditions on or before the 300th calendar day after the date when the
Contract Times commence to run.
4.03 Liquidated Damages
A. CONTRACTOR and OWNER recognize that time is of the essence of this Agreement and
that OWNER will suffer financial loss if the Work is not completed within the times specified
in paragraph 4.02 above, plus any extensions thereof allowed in accordance with Article 12
of the General Conditions. Liquidated damages will commence for this portion of work. The
parties also recognize the delays, expense, and difficulties involved in proving in a legal
proceeding the actual loss suffered by OWNER if the Work is not completed on time.
Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that
as liquidated damages for delay (but not as a penalty), CONTRACTOR shall pay OWNER
$3,786.00 for each calendar day that expires after the time specified in paragraph 4.02 for
Substantial Completion until the Work is substantially complete. After Substantial
Completion, if CONTRACTOR shall neglect, refuse, or fail to complete the remaining Work
within the Contract Time or any proper extension thereof granted by OWNER,
CONTRACTOR shall pay OWNER $3,786.00 for each calendar day that expires after the
time specified in paragraph 4.02 for completion and readiness for final payment until the
Work is completed and ready for final payment.
ARTICLE 5 - CONTRACT PRICE
5.01 OWNER shall pay CONTRACTOR for completion of the Work in accordance with the
Contract Documents, an amount in current funds equal to the sum of the amounts
determined pursuant to paragraph 5.01.A and summarized in paragraph 5.01.8, below:
A. For all Work, at the prices stated in CONTRACTOR's Bid, attached hereto as an exhibit.
B. THE CONTRACT SUM subject to additions and deductions provided in the Contract:
Numerical Amount: $5,517,900.05
Written Amount: Five million, five hundred seventeen thousand, nine hundred dollars
and five cents
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ARTICLE 6 - PAYMENT PROCEDURES
6.01 Submittal and Processing of Payments
A. CONTRACTOR shall submit Applications for Payment in accordance with Article
14 of the General Conditions. Applications for Payment will be processed by
ENGINEER as provided in the General Conditions and the Contract Documents.
6.02 Progress Payments.
A. The OWNER shall make progress payments to the CONTRACTOR on the basis
of the approved partial payment request as recommended by ENGINEER in
accordance with the provisions of the Local Government Prompt Payment Act,
Florida Statutes section 218.70 et. seq. The OWNER shall retain five percent (5%)
of the payment amounts due to the CONTRACTOR until substantial completion of
all work to be performed by CONTRACTOR under the Contract Documents.
B. For construction projects less than $10 million, at the time the OWNER is in receipt
of the Certificate of Substantial Completion, the OWNER shall have 30 calendar
days to provide a list to the CONTRACTOR of items to be completed and the
estimated cost to complete each item on the list. OWNER and CONTRACTOR
agree that the CONTRACTOR'S itemized bid shall serve as the basis for
determining the cost of each item on the list. For projects in excess of $10 million,
OWNER shall have up to 45 calendar days following receipt of Certificate of
Substantial Completion of the project to provide CONTRACTOR with said list.
C. Payment of Retainage - Within 20 business days following the creation of the list,
OWNER shall pay CONTRACTOR the remaining contract balance including all
retainage previously withheld by OWNER except for an amount equal to 150% of
the estimated cost to complete all of the items on the list. Upon completion of all
items on the list, the CONTRACTOR may submit a payment request for the amount
of the 150% retainage held by the OWNER. If a good faith dispute exists as to
whether one or more of the items have been finished, the OWNER may continue
to withhold the 150% of the total cost to complete such items. The OWNER shall
provide CONTRACTOR written reasons for disputing completion of the list.
6.03 Pay Requests.
A. Each request for a progress payment shall be submitted on the application
provided by OWNER and the application for payment shall contain the
CONTRACTOR'S certification. All progress payments will be on the basis of
progress of the work measured by the schedule of values established, or in the
case of unit price work based on the number of units completed.
6.04 Paragraphs 6.02 and 6.03
do not apply to construction services work purchased by the County as OWNER which
are paid for, in whole or in part, with federal funds and are subject to federal grantor laws
and regulations or requirements that are contrary to any provision of the Local
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Government Prompt Payment Act. In such event, payment and retainage provisions shall
be governed by the applicable grant requirements and guidelines.
6.05 Acceptance of Final Payment as Release.
A. The acceptance by the CONTRACTOR of final payment shall be and shall operate
as a release to the OWNER from all claims and all liability to the CONTRACTOR
other than claims in stated amounts as may be specifically excepted by the
CONTRACTOR for all things done or furnished in connection with the work under
this Contract and for every act and neglect of the OWNER and others relating to
or arising out of the work. Any payment, however, final or otherwise, shall not
release the CONTRACTOR or its sureties from any obligations under the Contract
Documents or the Public Construction Bond.
ARTICLE 7 - INDEMNIFICATION
7.01 CONTRACTOR shall indemnify OWNER, ENGINEER, and others in accordance with
paragraph 6.20 (Indemnffication) of the General Conditions to the Construction Contract.
7.02 To the fullest extent permitted by law, the Recipient's contractor/consultant shall indemnify
and hold harmless the Recipient and the State of Florida, Department of Transportation,
including the Department's officers and employees, from liabilities, damages, losses and
costs, including, but not limited to, reasonable attorney's fees, to the extent caused by the
negligence, recklessness or intentional wrongful misconduct of the contractor or consultant
and persons employed or utilized by the contractor or consultant in the performance of this
Agreement."
ARTICLE 8 - CONTRACTOR'S REPRESENTATIONS
8.01 In order to induce OWNER to enter into this Agreement CONTRACTOR makes the
following representations:
A. CONTRACTOR has examined and carefully studied the Contract Documents and the other
related data identified in the Bidding Documents.
B. CONTRACTOR has visited the Site and become familiar with and is satisfied as to the
general, local, and Site conditions that may affect cost, progress, and performance of the
Work.
C. CONTRACTOR is familiar with and is satisfied as to all federal, state, and local Laws and
Regulations that may affect cost, progress, and performance of the Work.
D. CONTRACTOR has carefully studied all: (1) reports of explorations and tests of subsurface
conditions at or contiguous to the Site and all drawings of physical conditions in or relating
to existing surface or subsurface structures at or contiguous to the Site (except Underground
Facilities) which have been identified in the Supplementary Conditions as provided in
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paragraph 4.02 of the General Conditions and (2) reports and drawings of a Hazardous
Environmental Condition, if any, at the Site which have been identified in the Supplementary
Conditions as provided in paragraph 4.06 of the General Conditions.
E. CONTRACTOR has obtained and carefully studied (or assumes responsibility for having
done so) all additional or supplementary examinations, investigations, explorations, tests,
studies, and data concerning conditions (surface, subsurface, and Underground Facilities)
at or contiguous to the Site which may affect cost, progress, or performance of the Work or
which relate to any aspect of the means, methods, techniques, sequences, and procedures
of construction to be employed by CONTRACTOR, including applying the specific means,
methods, techniques, sequences, and procedures of construction, if any, expressly required
by the Contract Documents to be employed by CONTRACTOR, and safety precautions and
programs incident thereto
F. CONTRACTOR does not consider that any further examinations, investigations,
explorations, tests, studies, or data are necessary for the performance of the Work at the
Contract Price, within the Contract Times, and in accordance with the other terms and
conditions of the Contract Documents.
G. CONTRACTOR is aware of the general nature of work to be performed by OWNER and
others at the Site that relates to the Work as indicated in the Contract Documents.
H. CONTRACTOR has correlated the information known to CONTRACTOR, information and
observations obtained from visits to the Site, reports and drawings identified in the Contract
Documents, and all additional examinations, investigations, explorations, tests, studies, and
data with the Contract Documents.
I. CONTRACTOR has given ENGINEER written notice of all conflicts, errors, ambiguities, or
discrepancies that CONTRACTOR has discovered in the Contract Documents, and the
written resolution thereof by ENGINEER is acceptable to CONTRACTOR.
J. The Contract Documents are generally sufficient to indicate and convey understanding of
all terms and conditions for performance and furnishing of the Work.
K. CONTRACTOR is registered with and will use the Department of un Security's E -Verify
system (www.e-verify.gov) to confirm the employment eligibility of all newly hired employees
for the duration of this agreement, as required by Section 448.095, F.S. CONTRACTOR is
also responsible for obtaining an affidavit from all subcontractors, as required in Section
448.095(5)(b), F.S., stating the subcontractor does not employ, contract with, or subcontract
with an unauthorized alien.
ARTICLE 9 - CONTRACT DOCUMENTS
9.01 Contents
A. The Contract Documents consist of the following:
1. This Agreement (pages 00520-1 to 00520-10, inclusive);
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2. Notice to Proceed (page 00550-1);
3. Public Construction Bond (pages 00610-1 to 00610-4, inclusive);
4. Sample Certificate of Liability Insurance (page 00620-1);
5. Contractor's Application for Payment (pages 00622-1 to 00622-6 inclusive);
6. Certificate of Substantial Completion (pages 00630-1 to 00630-2, inclusive);
7. Contractor's Final Certification of the Work (pages 00632-1 to 00632-2, inclusive);
8. Professional Surveyor & Mapper's Certification as to Elevations and Locations of the
Work (page 00634-1
9. General Conditions (pages 00700-1 to 00700-37, inclusive);
10. Supplementary Conditions (pages 00800-1 to 00800-12, inclusive);
11. Specifications as listed in Division 1 (General Requirements) and Division 2 (Technical
Provisions);
12. Drawings consisting of a cover sheet (1), and sheets numbered 2 through 68, inclusive,
with each sheet bearing the following general title: 4311 Avenue Pedestrian & Bicycle
Access Improvements
13. Drawings consisting of a cover sheet (1), and sheets numbered 2 through 14, inclusive,
with each sheet bearing the following general title: C O V B Utility Relocation — I.R.C.
Pedestrian & Bicycle Access Improvement Project 431 Ave. -121 St. to 18' St.
14. Addenda (1-3);
15. Appendices to this Agreement (enumerated as follows):
Appendix A — Permits
Appendix B — Indian River County Fertilizer Ordinances
Appendix C — Indian River County Traffic Engineering Special Conditions for Right of
Way Construction
Appendix D — Subsurface Soil Exploration and Geotechnical Engineering Evaluation
Appendix E — City of Vero Beach Water & Sewer Department, Technical Specifications
Utility Relocation
16. CONTRACTOR'S BID (pages 00310-1 to 00310-8, inclusive);
17. Bid Bond (page 00430-1
18. Sworn Statement Under Section 105.08, Indian River County Code, on Disclosure of
Relationships (pages 00452-1 to 00452-2, inclusive);
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19. Sworn Statement Under the Florida Trench Safety Act (pages 00454-1 to 00454-2,
inclusive);
20. Qualifications Questionnaire (page 00456-1 to 00456-3, inclusive);
21. List of Subcontractors (page 00458-1);
22. Certification Regarding Prohibition Against Contracting with Scrutinized Companies
(page 00460-1);
23. The following which may be delivered or issued on or after the Effective Date of the
Agreement and are not attached hereto:
a) Written Amendments;
b) Work Change Directives;
c) Change Order(s);
ARTICLE 10 - MISCELLANEOUS
10.01 Terms
A. Terms used in this Agreement will have the meanings indicated in the General Conditions.
10.02 Assignment of Contract
A. No assignment by a party hereto of any rights under or interests in the Contract will be
binding on another party hereto without the written consent of the party sought to be bound;
and, specifically but without limitation, moneys that may become due and moneys that are
due may not be assigned without such consent (except to the extent that the effect of this
restriction may be limited by law), and unless specifically stated to the contrary in any written
consent to an assignment, no assignment will release or discharge the assignor from any
duty or responsibility under the Contract Documents.
10.03 Successors and Assigns
A. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns, and legal
representatives to the other party hereto, its partners, successors, assigns, and legal
representatives in respect to all covenants, agreements, and obligations contained in the
Contract Documents.
10.04 Severability
A. Any provision or part of the Contract Documents held to be void or unenforceable under any
Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to
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be valid and binding upon OWNER and CONTRACTOR, who agree that the Contract
Documents shall be reformed to replace such stricken provision or part thereof with a valid
and enforceable provision that comes as close as possible to expressing the intention of the
stricken provision.
10.05 Venue
A. This Contract shall be governed by the laws of the State of Florida. Venue for any lawsuit
brought by either party against the other party or otherwise arising out of this Contract shall
be in Indian River County, Florida, or, in the event of a federal jurisdiction, in the United
States District Court for the Southern District of Florida.
10.06 Public Records Compliance
A. Indian River County is a public agency subject to Chapter 119, Florida Statutes. The
CONTRACTOR shall comply with Florida's Public Records Law. Specifically, the
CONTRACTOR shall:
(1) Keep and maintain public records required by the County to perform the service.
(2) Upon request from the County's Custodian of Public Records, provide the County with a
copy of the requested records or allow the records to be inspected or copied within a
reasonable time at a cost that does not exceed the cost provided in Chapter 119 or as
otherwise provided by law.
(3) Ensure that public records that are exempt or confidential and exempt from public
records disclosure requirements are not disclosed except as authorized by law for the duration
of the contract term and following completion of the contract if the contractor does not transfer
the records to the County.
(4) Upon completion of the contract, transfer, at no cost, to the County all public records in
possession of the CONTRACTOR or keep and maintain public records required by the County
to perform the service. If the CONTRACTOR transfers all public records to the County upon
completion of the contract, the CONTRACTOR shall destroy any duplicate public records that
are exempt or confidential and exempt from public records disclosure requirements. If the
CONTRACTOR keeps and maintains public records upon completion of the contract, the
CONTRACTOR shall meet all applicable requirements for retaining public records. All records
stored electronically must be provided to the County, upon request from the Custodian of
Public Records, in a format that is compatible with the information technology systems of the
County.
B. IF THE CONTRACTOR HAS QUESTIONS REGARDING THE
APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE
CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO
THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS
AT:
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(772) 226-1424
publicrecords(a)indianriver.gov
Indian River County Office of the County Attorney
1801 27th Street
Vero Beach, FL 32960
C. Failure of the Contractor to comply with these requirements shall be a material breach of
this Agreement.
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IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed this Agreement in duplicate.
One counterpart each has been delivered to OWNER and CONTRACTOR. All portions of the
Contract Documents have been signed or identified by OWNER and CONTRACTOR or on their
behalf.
This Agreement will be effective on August 20, 2024 (the date the Contract is approved by the Indian
River County Board of County Commissioners, which is the Effective Date of the Agreement).
OWNER: CONTRACTOR:
............
Sj'•
IL
APPROVED AS TO AND LEGAL
SUFFICIEN Y:
By:
san rado, Deputy County Attorney
Ryan L. Butler, Clerk of Court and Comptroller
Attest: w" -
Deputy Clerk
(SEAL)
Designated Representative:
Name: Kirstin Leiendecker, P.E.
Title: Acting Public Works Director
1801 27th Street
Vero Beach, Florida 32960
(772) 226-1327
CSlkv�-
(CORPORATE SEAL)
Address . . . . -
• 1:KQW- 1 Imo_
l- Lila .3 �.
License No. 0 Sag K)
(Where applicable)
Agent for service of process:
Designated Representative:
Name:
Title:
Address:
Phone:
Facsimile:
(If CONTRACTOR is a corporation or a
partnership, attach evidence of authority to sign.)
* * END OF SECTION
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ITEMIZED BID SCHEDULE
PROJECT NAME: 43RD AVENUE BICYCLE & PEDESTRIAN IMPROVEMENTS
(12TH STREET TO 18TH STREET)
PROJECT NO. IRC -1818 BID NO. 2024043 FM NO. 444270-1-54-01
** ADDENDUM 3 7/1/2024
* ADDENDUM 1 6/10/2024
BIDDER'S
NAME: Timothy Rose Contracting, Inc
Item No. I Description Unit Quantity Unit Price
Amount
ROADWAY IMPROVEMENTS
101-1
MOBILIZATION/DEMOBILIZATION
LS
1
$ 617,560.00
$
617,560.00
102-1
MAINTENANCE OF TRAFFIC
LS
1
$ 162,430.00
$
162,430.00
104-2
PREVENTION, CONTROL, & ABATEMENT OF EROSION & WATER POLLUTION
LS
1
$ 20,005.00
$
20,005.00
110-1-1
CLEARING AND GRUBBING
LS
1
$ 106,330.00
$
106,330.00
110-7-1
MAIL BOX (F&I)
EA
15
$ 212.00
$
3,180.00
120-1
REGULAR EXCAVATION
CY
2,424
$ 20.50
$
49,692.00
120-6
EMBANKMENT
CY
3,034
$ 25.50
$
77,367.00
160-4
TYPE 'B'STABI LIZATION
SY
7,800
$ 14.00
$
109,200.00
210-1-2A
REWORKING EXISTING BASE
SY
12,390
$ 3.27
$
40,515.30
285-706
OPTIONAL BASE GROUP 06 (CEMENTED COQUINA, LBR 100, 8")
SY
5,900
$ 25.00
$
147,500.00
285-716
OPTIONAL BASE GROUP 18 (CEMENTED COQUINA, LBR 100, 18")
SY
300
$ 159.00
$
47,700.00
327-70-13
MILLING EXISTING ASPHALT PAVEMENT (1.75")
SY
12,390
$ 4.89
$
60,587.10
334-1-13
SUPERPAVE ASPHALT CONCRETE (SP -12.5) (TRAFFIC C) (1.5")
TN
1,591
$ 200.00
$
318,200.00
337-7-82
ASPHALTIC CONCRETE FRICTION COURSE (FC -9.5) (TRAFFIC C, PG 76-22)
(1.011)
TN
1,070
$ 234.00
$
250,380.00
400-0-11
CLASS NS CONCRETE (GRAVITY WALL) (SCHEME 2)
CY
270
$ 850.00
$
229,500.00
400-153
NON -SHRINK GROUT
CF
630
$ 9.99
$
6,293.70
400-2-1A
CONCRETE, CLASS II (4,000 PSI) (CONCRETE COLLARS)
EA
4
$ 1,301.00
$
5,204.00
400-91A
CONSTRUCTION DEWATERING
LS
1
$ 37,769.00
$
37,769.00
425-1-521
INLETS, DT BOT, TYPE'C', < 10'
EA
11
$ 4,650.00
$
51,150.00
425-1-551
INLETS, DT BOT, TYPE 'E', < 10'
EA
31
$ 4,827.00
$
149,637.00
425-1-551A
INLETS, DT BOT, TYPE'E', < 10'w/ CONC. APRON
EA
1
$ 5,878.00
5
5,878.00
425-2-41
MANHOLE, TYPE 7 W/ P -BOTTOM (<10') (w/ T DIA. RING & COVER)
EA
4
$ 7,316.00
$
29,264.00
425-2-61
MANHOLE, TYPE 8 W/ P -BOTTOM (<10') (w/ 3' DIA. RING & COVER)
EA
3
$ 7,746.00
$
23,238.00
425-6
ADJUST VALVE BOX
EA
12
$ 680.00
$
8,160.00
430-175-118
PIPE CULVERT, ROUND, 18" REINFORCED CONCRETE PIPE (CL III), S/CD
LF
1,284
$ 121.00
$
155,364.00
430-175-124
PIPE CULVERT, ROUND, 24" REINFORCED CONCRETE PIPE (CL III), S/CD
LF
3,348
$ 141.00
$
472,068.00
430-175-124A
PIPE CULVERT, ROUND, 24" CORRUGATED ALLUMINUM PIPE (12 GAUGE),
5/CD
LF
50
$ 202.00
$
10,100.00
430-175-130
PIPE CULVERT, ROUND, 30" REINFORCED CONCRETE PIPE (CL III), S/CD
LF
668
$ 192.00
$
128,256.00
430-175-215
PIPE CULVERT, ELLIPTICAL, 12"x18" REINFORCED CONRETE PIPE (CL III),
5/CD
LF
40
$ 106.00
$
4,240.00
430-175-230
PIPE CULVERT, ELLIPTICAL, 24"x38" REINFORCED CONCRETE PIPE (CL III),
S/CD
LF
49
$ 231.00
$
11,319.00
430-175-260
PIPE CULVERT, ELLIPTICAL, 48"x76" REINFORCED CONCRETE PIPE (CL III),
S/CD
LF
136
$ 844.00
$
114,784.00
430-982-125
MITERED END SECTION (18" ROUND) (4:1) (CD)
EA
2
$ 2,599.00
$
5,198.00
430-984-623
MITERED END SECTION (12"x18" ELLIPTICAL) (4:1) (SD)
EA
2
$ 2,506.00
$
5,012.00
00310-3
S:\3 - ACTIVE BIDS\IRC-43rd Ave Bicycle & Ped 12th -18th 6-26-24\IRC Addendum 3 Bid Schedule -FINAL
I I EMIZED BID SCHEDULE
PROJECT NAME: 43RD AVENUE BICYCLE & PEDESTRIAN IMPROVEMENTS
(12TH STREET TO 18TH STREET)
PROJECT NO. IRC -1818 BID NO. 2024043 FM NO. 444270-1-54-01
"ADDENDUM 3 7/1/2024
BIDDER'S *ADDENDUM 1 6/10/2024
NAME: Timothy Rose Contracting, Inc
Item No.
Description
Unit
Quantity
Unit Price
Amount
515-1-2
PIPEHANDRAIL- GUIDERAIL(ALUMINUM)
LF
840
$ 50.50
$
42,420.00
520-1-10
CONCRETE CURB AND GUTTER (TYPE F) (3000 PSI MIN.)
LF
206
$ 36.00
$
7,416.00
522-2
CONCRETE SIDEWALK AND DRIVEWAYS (6" THICK) (FIBER REINFORCED)
(3000 PSI MIN.)
SY
5,104
$ 65.50
$
334,312.00
527-2
DETECTABLE WARNINGS
SF
576
$ 29.00
$
16,704.00
530-3-4
RIPRAP - RUBBLE (F&I) (DITCH LINING)
TN
175
$ 98.50
$
17,237.50
570-1-1
PERFORMANCE TURF (SOD) (BAHIA)
SY
15,100
$ 3.26
$
49,226.00
630-2-12A
CONDUIT (F&I) (DIRECTIONAL BORE) (2-2" PVC)
LF
2,646
$ 14.00
$
37,044.00
630-2-100
CONDUIT (RELOCATE CONDUIT WITH FIBER/WIRE REMAINING
OPERATIONAL)
LF
50
$ 34.00
$
1,700.00
633-1-121
FIBER OPTIC CABLE (F&I) (UNDERGROUND) (12 STRAND)
LF
75
$ 6.99
$
524.25
633-1-124
FIBER OPTIC CABLE (F&I) (UNDERGROUND) (144 STRAND)
LF
4,542
$ 8.82
$
40,060.44
633-1-620
FIBER OPTIC CABLE (REMOVE) (UNDERGROUND) (96 STRAND)
LF
1,377
$ 1.83
$
2,519.91
633-2-31
FIBER OPTIC CONNECTION (F&I) (SPLICE)
EA
204
$ 80.00
$
16,320.00
633-2-32
FIBER OPTIC CONNECTION (F&I) (TERMINATION)
EA
108
$ 150.00
$
16,200.00
635-2-12
PULL & SPLICE BOX (F&I) (24"X36") (PULL BOX) (24" DEEP)
EA
4
$ 3,577.00
$
14,308.00
635-2-15
PULL & SPLICE BOX (F&I) (30"X48") (SLACK BOX) (24" DEEP)
EA
2
$ 5,656.00
$
11,312.00
SIGNING AND MARKINGS
700-1-111
SINGLE POST SIGN, F&I, GROUND MOUNT, UP TO 12 SF
EA
5
$ 659.00
$
3,295.00
700-1-112
SINGLE POST SIGN, F&I, GROUND MOUNT, 12 TO 20 SF
EA
11
$ 1,318.00
$
14,498.00
706-1-3
RETRO -REFLECTIVE PAVEMENT MARKERS (RPMs)
EA
149
$ 8.79
$
1,309.71
711-11-121
THERMOPLASTIC (STANDARD) (WHITE) (SOLID) (6")
LF
11,109
$ 1.65
$
18,329.85
711-11-123
THERMOPLASTIC (STANDARD) (WHITE) (SOLID) (12")
LF
1,431
$ 7.69
$
11,004.39
711-11-125
THERMOPLASTIC (STANDARD) (WHITE) (SOLID) (24")
LF
855
$ 13.00
$
11,115.00
711-11-141
THERMOPLASTIC (STANDARD) (WHITE) (2'-4' SKIP) (6")
LF
2,002
$ 1.65
$
3,303.30
711-11-160
THERMOPLASTIC (STANDARD) (WHITE) (MESSAGES)
EA
17
$ 330.00
$
5,610.00
711-11-171
THERMOPLASTIC (STANDARD) (WHITE) (6'-10' SKIP) (6")
LF
433
$ 1.65
$
714.45
711-11-221
THERMOPLASTIC (STANDARD) (YELLOW) (SOLID) (6")
LF
5,821
$ 1.65
$
9,604.65
711-14-170
DIRECTIONAL ARROW (PREFORMED THERMOPLASTIC)
EA
6
$ 879.00
$
5,274.00
SIGNALIZATION
630-2-11
CONDUIT, F&I, OPEN TRENCH
LF
153
$ 33.00
$
5,049.00
630-2-12
CONDUIT, F&I, DIRECTIONAL BORE
LF
190
$ 51.50
$
9,785.00
630-2-14
CONDUIT, F&I, ABOVEGROUND
LF
40
$ 50.50
$
2,020.00
632-7-1
SIGNAL CABLEF&I
PI
2
$ 15,098.00
$
30,196.00
632-7-6
SIGNAL CABLE, REMOVE- INTERSECTION
PI
2
$ 2,613.001
$
5,226.00
635-2-14
PULL & SPLICE BOX (F&I) (17" X 30" COVER SIZE) (12" DEEP)
EA
10
$ 2,730.00
$
1 27,300.00
00310-4
SA3 - ACTIVE BIDSURC-43rd Ave Bicycle & Ped 12th -18th 6-26-24%IRC Addendum 3 Bid Schedule -FINAL
ITEMIZED BID SCHEDULE
PROJECT NAME: 43RD AVENUE BICYCLE & PEDESTRIAN IMPROVEMENTS
(12TH STREET TO 18TH STREET)
PROJECT NO. IRC -1818 BID NO. 2024043 FM NO. 444270-1-54-01
"ADDENDUM 3 7/1/2024
*ADDENDUM 1 6/10/2024
BIDDER'S
NAME: Timothy Rose Contracting, Inc
Item No.
Description
Unit
Quantity
Unit Price
Amount
646-1-11
ALUMINUM SIGNALS POLE, PEDESTAL
EA
10
$ 4,242.00
$
42,420.00
646-1-60
ALUMINUM SIGNALS POLE, REMOVE
EA
3
$ 653.00
$
1,959.00
653-1-11
PEDESTRIAN SIGNAL, F&I, LED COUNTDOWN, 1 WAY
AS
10
$ 1,162.00
$
11,620.00
653-1-60
PEDESTRIAN SIGNAL, REMOVE PED SIGNAL- POLE/PEDESTAL TO REMAIN
AS
2
$ 82.00
$
164.00
665-1-11
PEDESTRIAN DETECTOR, F&I, STANDARD
EA
10
$ 343.00
$
3,430.00
665-1-60
PEDESTRIAN DETECTOR, REMOVE- POLE/PEDESTAL TO REMAIN
EA
1
$ 40.50
$
40.50
UTILITY ITEMS
1050-15-222
UTILITY PIPE (ADJUST/MODIFY) (PVC) (WATER MAIN) (2")
LF
40
$ 38.50
$
1,540.00
1050-15-222A
UTILITY PIPE (ADJUST/MODIFY) (PVC) (WATER MAIN) (4")
LF
120
$ 85.50
$
10,260.00
1050-15-223
UTILITY PIPE (ADJUST/MODIFY) (PVC) (WATER MAIN) (6")
LF
40
$ 127.00
$
5,080.00
1050-15-224
UTILITY PIPE (ADJUST/MODIFY) (PVC) (WATER MAIN) (8")
LF
160
$ 135.00
$
21,600.00
1055-31-208
UTILITY FITTING (F&I) (45 DEGREE BEND) (WATER MAIN) (8")
EA
16
$ 884.00
$
14,144.00
1080-21-518
UTILITY FIXTURE WATER METER (ADJUST)
EA
10
$ 141.00
$
1,410.00
1644-800
FIRE HYDRANT (RELOCATE)
EA
1
$ 4,266.00
$
4,266.00
999-1
ASBUILT SURVEYING AND RECORD DRAWING PREPARATION (BY
REGISTERED SURVEYOR)
LS
1
$ 8,100.00
$
8,100.00
SUB -TOTAL ROADWAY IMPROVEMENTS =
$
4,360,053.05
999-25
FORCE ACCOUNT =
$
500,000.00
TOTAL ROADWAY IMPROVEMENTS (INCLUDING FORCE ACCOUNT) =
$
4,860,053.05
UTILITY WORK BY HIGHWAY CONTRACTOR (UWHC)
1
MOBILIZATION, DEMOBILIZATION, MOT (See City of Vero Beach
Specification Section 01025), PUBLIC CONSTRUCTION BOND
LS
1
$ 9,720.00
$
9,720.00
2
INSTALL 2 -INCH HDPE WATER MAIN, HDD
LF
200
$ 22.00
$
4,400.00
3
INSTALL 2 -INCH HDPE FORCE MAIN, HDD
LF
3,800
$ 23.50
$
89,300.00
4
INSTALL 6 -INCH PVC WATER MAIN C900
LF
150
$ 92.00
$
13,800.00
5
INSTALL 8 -INCH PVC WATER MAIN C900
LF
3,600
$ 62.00
$
223,200.00
6
INSTALL 8 -INCH HDPE WATER MAIN, HDD
LF
280
$ 84.50
$
23,660.00
7
INSTALL 6 -INCH LINE STOP
EA
2
$ 8,482.00
$
16,964.00
8
INSTALL 8 -INCH LINE STOP
EA
1
$ 14,162.00
$
14,162.00
9
FIRE HYDRANT ASSEMBLY (include 1 Anchor Coupling & 1- 6"Gate Valve with
Valve Box)
EA
7
$ 8,327.00
$
58,289.00
10
RESILIENT SEAT GATE VALVE - 6 -INCH
EA
2
$ 2,710.00
$
5,420.00
11
RESILIENT SEAT GATE VALVE - 8 -INCH
EA
7
$ 3,723.00
$
26,061.00
12
INSTALL WATER SERVICE SINGLE 2 -INCH
EA
10
$ 2,217.00
$
22,170.00
13
INSTALL WATER SERVICE DOUBLE 2 -INCH
EA
3
$ 2,829.00
$
8,487.00
14
REMOVE EXISTING 6 -INCH WATER MAIN (Including all Fittings, Valves,
Water Service Taps, Retainer Glands, & Etc.)
LF
2,400
$ 11.50
$
27,600.00
00310-5
S:\3 - ACTIVE BIDS\IRC-43rd Ave Bicycle & Ped 12th -18th 6-26-24\IRC Addendum 3 Bid Schedule -FINAL
ITEMIZED BID SCHEDULE
PROJECT NAME: 43RD AVENUE BICYCLE & PEDESTRIAN IMPROVEMENTS
(12TH STREET TO 18TH STREET)
PROJECT NO. IRC -1818 BID NO. 2024043 FM NO. 444270-1-54-01
** ADDENDUM
* ADDENDUM 1
BIDDER'S
NAME: Timothv Rose Contractine. Inc
1 7/1/2024
6/10/2024
Item No.
Description
Unit
Quantity
Unit Price
Amount
15
ADJUST VALVE BOX
EA
3
$ 620.00
$
1,860.00
16
GROUTAND ABANDON 6 -INCH WATER MAIN
LF
70
$ 12.00
$
840.00
17
GROUT AND ABANDON 8 -INCH WATER MAIN
LF
70
$ 14.50
$
1,015.00
** 18
INSTALL SAMPLE POINTS PER DETAIL
EA
7
$ 1,411.00
$
9,877.00
** 19
INSTALL TEMPORARY JUMPER PER DETAIL
EA
1
$ 3,275.00
$
3,275.00
** 20
INSTALL BRANCH CONNECTIONS PER DETAIL
EA
9
$ 2,575.00
$
23,175.00
21
AS -BUILT SURVEY
LS
1
$ 11,572.00
$
11,572.00
SUB -TOTAL OF UTILITY WORK BY HIGHWAY CONTRACTOR (UWHC) =
$
594,847.00
999-25A
FORCE ACCOUNT =
$
63,000.00
TOTAL BID AMOUNT (INCLUDING FORCE ACCOUNT) FOR UTILITY WORK BY HIGHWAY CONTRACTOR =
$
657,847.00
TOTAL BID AMOUNT (INCLUDING FORCE ACCOUNT) FOR ROADWAY IMPROVEMENTS WITHOUT UWHC =
$
4,860,053.05
TOTAL BID AMOUNT 43RD AVENEUE BICYCLE & PEDESTRIAN ROADWAY IMPROVEMENTS AND UTILITY WORK BY
HIGHWAY CONTRACTOR
$
5,517,900.05