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FIRST AMENDMENT TO THE AGREEMENT BETWEEN THE CITY OF SEBASTIAN
AND HEAVY CIVIL INC.
This Amendment to the Agreement ("Amendment') is hereby made and entered
into this 12th day of August , 2025, between the City of Sebastian, Florida,
a municipal corporation of the State of Florida, hereinafter referred to as the "City" and
HEAVY CIVIL INC. ("Contractor').
WITNESSETH
WHEREAS, the City and Contractor entered into an Agreement on August 28,
2024, for the provision of Concrete Services ("Agreement"); and
WHEREAS, the Parties now desire to amend the Original Agreement to: (1)
provide for a one-year extension of the contract term, (2) incorporate additional contract
terms, (3) incorporate required statutory affidavits, and (4) incorporate a rate adjustment.
NOW THEREFORE, IN CONSIDERATION OF THE MUTUAL COVENANTS AND
AGREEMENTS CONTAINED HEREIN, THE PARTIES AGREE TO THE FOLLOWING:
AGREEMENT
1. The above recitals are hereby adopted as true and correct, and found to provide
the intent of this Amendment.
2. The terms of the original Agreement are hereby restated and incorporated herein
by this reference. In the extent of a conflict in terms, the terms of this First
Amendment shall supersede.
3. The Term is hereby extended by one year, to expire on August 29, 2026.
4. Attached "Exhibit A" shall be effective once the last party executes this document.
5. Attached Exhibits "B" and "C" shall be effective August 29, 2025.
6. Except to the extent specifically provided above, this First Amendment shall not be
interpreted or constructed as waiving any rights, obligations, remedies, or claims
the parties may otherwise have under the original Agreement.
7. In all other respects except as modified herein, the terms of the original Agreement
shall remain in force and effect.
Heavy Civil Inc.
24-174TB Amendment 1
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Document ID: 62E12B36B10B1D09264277DE038FBFB0
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IN WITNESS WHEREOF, and in acknowledgment that the parties hereto have read and
understood each and every provision hereof, the parties have caused this First
Amendment to be executed as of the date first written above.
HEAVY CIVIL INC.
By:
Todd Kneis1el, President
Date: L4 l V
ATTEST
�Teazelte
ID: F45937B4 4AFD40A2-BECC 4"D2CF...
Digltallysigned by
<iwilllams@C 0 sebastlan.or
ASAN. to ili�1I ams, MMC
City Clerk
For the use and reliance of the City of
Sebastian only. Approved as to form
and legal sufficiency.
ID: A02700AO D8034FDD-ABE3 05189...
Dtall l db
�ar
ZWe��3 ;croft, Esq.
City Attorney
Heavy Civil Inc.
24-174TB Amendment 1
CITY OF SEBASTIAN, FL
M-
ID: 679A B20-9F1847A 98BB4133D6AC...
Digitally signed by
<bbent0n@tiyofsebastian.org>
ugu5118 @S 1:1/A �I
Man en on, Ity Manager
Date: 08/18/2025
Page 20f 10
Document ID: 62E12B3661061D09264277DE038FBFBO
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NOME OF PELICAN ISLAND
Exhibit "A"
Statutory Affidavits
Heavy Civil Inc.
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CONTRACTING WITH ENTITIES OF FOREIGN COUNTRIES OF
CONCERN PROHIBITED AFFIDAVIT
The Contracting with Entities of Foreign Countries of Concern Prohibited Affidavit Form ("Form")
is required by Section 287.138, Florida Statutes ("F.S."), which is deemed as being expressly
incorporated into this Form. The Affidavit must be completed by a person authorized to make this
attestation on behalf of the Bidder/Proposer for the purpose of submitting a bid, proposal, quote,
or other response or otherwise entering into a contract with the City. The associated bid, proposal,
quote, or other response will not be accepted unless and until this completed and executed
Affidavit is submitted to the City.
1 l &V \/ l it V 1 I I A( • does not meet any of the criteria set forth in Paragraphs 2 (a) — (c)
(Bidder's/Propoisees Legal Company Name) of Section 287.138, FS.
Pursuant to Section 92.525, F.S., under penalties of perjury, I declare that I have read the foregoing
statement and that the facts stated in it are true.
Print Name of Bidder's/Proposer's Authorized Representative:
Title of Bidder's/Proposer's Authorized Representative:
Signature of Bidder's/Proposers Authorized Representative:
Date: J "�V Z" , w %5
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HUMAN TRAFFICKING AFFIDAVIT
In compliance with Section 787.06(13), Florida Statutes, this affidavit must be completed by an
officer or representative of a nongovernmental entity that is executing, renewing, or extending a
contract with the City of Sebastian (the "Governmental Entity').
The undersigned, on behalf of the entity listed below (the "Nongovernmental Entity'), hereby
swears or affirms as follows:
1. 1 am over eighteen (18) years of age. The following information is based on my own
personal knowledge. II
2. 1 am an officer or representative of -(AV u l_ i V I I l t C a
Nongovernmental entity, and I am authorized to proSide this affidavit on behalf of the
Nongovernmental Entity.
3. Neither Nongovernmental Entity, nor any of its subsidiaries or affiliates, uses coercion for
labor or services, as such italicized terms are defined in Section 787.06, Florida Statutes,
as may be amended from time to time.
4. If, at any time in the future, Nongovernmental Entity does use coercion for labor or
services, Nongovernmental Entity will immediately notify Governmental Entity, and no
contracts may be executed, renewed, or extended between the parties.
5. Nongovernmental Entity has read the foregoing attestation, confirms that the facts stated
in it are true, and is made for the benefit of, and reliance by, Governmental Entity.
6. This declaration is made pursuant to Section 92.525(1)(c), Florida Statutes. 1 understand
that making a false statement in this declaration may subject me to criminal penatties.
UNDER PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING
ANTIHUMAN TRAFFICKING AFFIDAVIT AND THAT THE FACTS STATED IN IT ARE TRUE.
FURTHER AFFIANT SAYETH NOT.
HEAVY CIVIL INC,
Company Name
Authorized Signature %
�;vt l i',✓5��(en S L� za, 7,oz5
Printed Name & die Date
Heavy Civil Inc.
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Exhibit "B"
Additional Contract Terms
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Home OF PEIUC" MS NU
1.1 CONCRETE TESTING
1.1.1. Performed at the discretion of the City.
1.1.2. The Contractor shall perform concrete testing every 7 and 21 days and will
take concrete samples for concrete cylinders in accordance with AASHTO
T-141. Samples shall not be taken at the beginning or end of discharge.
Making and curing the specimens shall be done in accordance with
AASHTO T-23. Should the analysis of any test cylinder not meet the
requirements of these specifications, all concrete placed from the batch
represented by the cylinder shall be removed and replaced at the
Contractor's expense.
1.2 UNSATISFACTORY EQUIPMENT ANDIOR SERVICES
1.2.1. The City will discuss all instances of unacceptable equipment and/or
services with the awarded Contractor. The Contractor shall immediately
rectify the Issue at no charge to the City, including any labor and materials
as may be applicable.
1.2.2. During this time, the City may suspend service with the Contractor until the
problem(s) are corrected or may elect to use another company on an
emergency basis. A record of failure to perform or of an unsatisfactory
performance may result in supplier debarment.
1.3 MITERED END HEADWALL
Refer to Driveway Head Wall — Mitered Ends Details (see Page 9) for the headwall
installation requirements.
1.4 MINIMUM STANDARDS FOR CONSTRUCTION OF DRIVEWAYS
1.4.1. If driveway construction is required under this contract, the Contractor shall
follow City Code Sec. 90-86. Section 90-86 is included below in full.
Sec. 90-86. Minimum standards for construction of driveways.
Minimum standards for the construction, alteration or repair of driveways shall be
as follows:
(1) No driveways shall be placed within 30 feet of an intersection, such 30 feet
being measured from the right-of-way of the intersection, unless plans for the
construction, alteration, or repair of such driveways are submitted to the city
engineer 40 days prior to issuance of permit for the approval of the city
council.
(2) Driveways on state roads:
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No driveways shall be constructed on a state road unless the applicant
shall have first obtained a permit from the state department of
transportation and submitted such permit to the city engineer.
b. The minimum standards shall be the minimum standards set out by the
state department of transportation.
(3) Driveways on nonstate roads where curb and gutter are in existence:
a. Applicant shall maintain existing drainage and gutter.
b. Applicant shall meet sidewalk grade if existing.
c. Minimum width shall be ten feet with a ten -foot radius at the
intersections.
d. Maximum width shall be 60 feet with a ten -foot radius at the intersection.
e. Construction shall be either six inches of marl or shell rock after
compaction with one inch paving on top, four inches of limerock after
compaction with one inch paving on top, or four inches of concrete after
compaction.
f. Applicant shall rebuild curbing on the ten -foot radius, of like construction
of existing curb, to a point five feet behind existing curbline.
(4) Driveways on nonstate roads where curb and gutter are not in existence.
a. Applicant shall maintain drainage in swale ditch.
b. Applicant shall furnish minimum 12-inch pipe for drainage at least eight
feet longer than driveway width, size of pipe to be specified in application
for city engineer approval. Applicant shall provide a headwall on both
sides of the pipe as per city standard design.
c. The minimum and maximum width of construction and the material to be
used shall be the same as in subsection (3) of this section with the
exception of rebuilding existing curb.
(5) All residential driveways shall be surfaced with concrete, pea gravel, shell or
any other comparable material approved by the city engineer and shall be
properly graded. All provisions of sections 26-2 and 90-87 of the Code shall
be complied with.
(6) The property owner, or his successor in title, shall be responsible to mark the
proper elevations on plans submitted to the city engineer and the property
owner shall bear the cost of any changes required in such plans and
construction of proposed driveways.
(Code 1980, § 23-16)
Heavy Civil Inc.
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Exhibit "D"
24-17-ITB
Pricing Revised Per Addendum 1
Heavy Civil Inc.
24-17-ITB Amendment 1
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Document ID: 62E12B36B10B1 D09264277DE038FBFBO