HomeMy WebLinkAbout2025 AgreementCITY OF
SEEN
HOME OF PELICAN ISLAND
FIRST AMENDMENT TO THE AGREEMENT BETWEEN THE CITY OF SEBASTIAN
AND UNIVERSAL CONTRACTING & CONSTRUCTION, 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
Universal Contracting & Construction, 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.
Universal Contracting & Construction, Inc.
24-17-ITB Amendment 1
Pagel of 10
Document ID: 30DB1 1 D5084DAE53C4115EOEB53563A9
CT' OF
Sfj3ASTL
HOME OF PELICAN ISLAND
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.
UNIVERSAL CONTRACTING
& CONSTRUCTION, INC.
0
I Wadsworth, CEO
207_F�
ATTEST
,7&vv&e, Vt1 a nj
ID: 3ABA5154.04BD433D 885D-9...
Digitally signed by
?i Lt/iflffiR§, MMC
City Clerk
For the use and reliance of the City of
Sebastian only. Approved as to form
and legal sufficiency.
r/&24-6 ( 02 e/ ,4
ID: 4CIOC6F5 13AA439F 8531-BC2...
Digitally signed by
JbYYMiTei'V..'C6W6roft, Esq.
City Attorney
Universal Contracting & Construction, Inc.
24-17-ITB Amendment 1
CITY OF SEBASTIAN, FL
-&&n -Ro2%oi2
ID: E370FC89 397E 4D7E-AB3A-43...
Digitally signed by
Ma118B`PifMthA1034Fy Manager
Date: 08/18/2025
Page 2 of 9
Document ID: 30DB11D5084DAE53C4115EOEB53563A9
crry or
SEBN
HOME Of PELICAN ISLAND
Exhibit "A"
Statutory Affidavits
Universal Contracting & Construction, Inc.
24-17-ITB Amendment 1
Page 3 of 10
Document ID: 30DB11D5084DAE53C4115EOEB53563A9
cm' or
SQS Z
HOME OF PELICAN ISLAND
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.
Universal Contractinq & Construction, Inc. does not meet any of the criteria set forth in Paragraphs 2 (a) —
(c) (Bidder's/Proposer's 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: Cvnthia A. Cameron
Title of Bidder's/Proposer's Authorized Representative: COO) i
Signature of Bidder's/Prop er's Authorized Representq ive:
Date: D
Universal Contracting & Construction, Inc.
24-17-ITB Amendment 1
Page 4 of 9
Document ID: 30DB1 1 D5084DAE53C4115EOEB53563A9
CRY OF
SEBN
HOME OF PELICAN ISLAND
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.
2. 1 am an officer or representative of Universal Contracting & Construction. Inc, a
Nongovernmental entity, and I am authorized to provide 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. I understand
that making a false statement in this declaration may subject me to criminal penalties.
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.
iuNIVERSAL C ING AND CONSTRUCTION, INC.
—,4i zed Signature
Cynthia A. Cameron
Printed NIPin & le
/I
!a�
Univ rs ntracting & Construction, Inc. Page S of 9
24-17-rrB Amendment 1
Document ID: 30DB11 D5084DAE53C4115EOEB53563A9
nn or
❑OME OF PELICAN ISLAND
Exhibit "B"
Additional Contract Terms
Universal Contracting & Construction, Inc.
24-17-I1B Amendment 1
Page 6 of 10
Document ID: 30DB1 1 D5084DAE53C4115EOEB53563A9
nry or
SEEN
HOME OF PELICAN ISLAND
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 AND/OR 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:
Universal Contracting & Construction, Inc.
24-17-ITB Amendment 1
Page 7 of 10
Document ID: 30D131 1 D5084DAE53C4115EOEB53563A9
CHN or
SEEN
HOME OF PELICAN ISLAND
a. 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.
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)
Universal Contracting & Construction, Inc.
24-17-ITB Amendment 1
Page 8 of 10
Document ID: 30DB1 1 D5084DAE53C4115EOEB53563A9
Driveway head Wall - Mitered Ends Detail
4• • 6'
UDJDTH VARMS
DRIVEWAY SHALL BE CONCRETE WITH WIRE MESH
OR FIBER MESH -TYPE CONCRETE.
1
STANDARD HEADWALL
FOOTER DETAIL
FOOTER DIM, S' WIDE
S' DEEP \
Ir MIN �Ir Him
I I NDTESj
CULVERT SIZE VARIES Y IIN
12' AS, OR 18' �•,r I I 1. FLOPEROMDRIVEWAOF 3:1 Y�SURFAMAINTAINED'
SURFACE O
INVERT OF CULVERT. DEEPER SWALES
REQUIRING MORE THAN A 6' PIPE
EXTENSION FROM THE DRIVEWAY SURFACE
TO THE REQUIRED 311 SLOPE SHALL HAVE
�,�, b• A REMOTE HEADWALL.
HEWALLS
PLAN VIEW 2 BEESODD D BBETWEENS REQUIRING RE�CTONCRE E FACE MUST
3. NO CHANGES CAN BE MADE TO THE STANDARD
DESIGN WITHOUT CITY ENGINEERING DEPT.
�p APPROVAL THE CITY UNDERSTANDS THAT SOME
DEVIATION MUST BE MADE TO FIT DIFFERENT
• ��J�JPy •. FIELD,t• SIGN
SHDULD BED FOLLOWED ASS, BUT FNEAR AS POSSTANDARD SIBLE.
/v 4. CULVERT PIPE IS TO BE A MINIMUM OF 12' DIA.
OR GREATER IF DEEMED NECESSARY BY THE
ENGINEERING DEPT. HEADWALL SIZE SHALL INCREASE
PROPORTIONATELY IF CULVERT SIZE IS GREATER THAN
12' DIA.
5. CULVERT PIPE MATERIAL ALL13VED ARE CONCRETE DOUBLE
WALL HDPE AND ALUMINUM ANY OTHER PIPE MATERIAL
MUST BE APPROVED BY THE ENGINEERING DEPARTMENT.
S' THICK MIN �
6. ALL RESIDENTIAL DRIVEWAY CONSTRUCTION SHALL BE
•� �� ON 95% COMPACTED FILL, FOUR INCHES THICK, 3,000 PSI
\ CONCRETE. THE CONCRETE SHALL BE REINFORCED WITH
6 X 6 0 10 GAUGE WIRE OR FIBER MESH CONCRETE.
PER LDC 54-33-IMe)(7)
REMOTE HEADWALL
my op smm"
E.O.P. �.••
1O1pO1•° Mlter+ed Ends Retell
Page 9 of 10
Document ID: 30DB1 1 D5084DAE53C4115EOEB53563A9
CT'OF
SE$N
HOME OF PELICAN ISLAND
Exhibit "C"
24-17-ITB
Pricing Revised Per Addendum 1
Universal Contracting & Construction, Inc.
24-17-ITB Amendment 1
Page 10 of 10
Document ID: 30DB11D5084DAE53C4115EOEB53563A9
CH Of
SEEN
HOME OF PELICAN ISLAND
Item No.
Bid #:24-17-ITB
Bid Title: Concrete Services
Description
SWALE IMPROVEMENTS
All-inclusive cost to complete driveway swale improvements on a typical
driveway (approximately 4-5' x 16-18'w) per the specifications below:
CONTRACTOR shall saw cut and remove existing driveway and pipes
CONTRACTOR shall set new driveway pipe to grade
CONTRACTOR shall place the pipe provided by the CITY to the appropriate
elevation
1 CONTRACTOR shall backfill/compact the pipe and fill
CONTRACTOR shall include 57 Stone for wet conditions (as needed)
CONTRACTOR shall remove and haul debris.
CONTRACTOR must include removal and hauling of debris in their unit price.
"'Line Item 1 does NOT include concrete work for driveways and
headwalls..`
Unit
Unit Price
Per Driveway $ 1,000.00
1225 Main Street. Sebastian. FI 329SP
Document ID: 30D611D5084DAE53C4115EOEB53563A9
a>v or
SEBN
HOME OF PELICAN ISLAND
Bid #:24-17-ITB
Bid Title: Concrete Services
Item No. I Description I Unit Unit Price
AS NEEDED CONCRETE SERVICES
2
3000 PSI concrete, including fiber mix
Cubic Yard
I $
250.00
3
Sidewalk, 4" — remove, form, and pour
Square Foot
I $
15.50
4
Sidewalk, 4" — form and pour
Square Fool
$
11.50
5
Curb, Miami — remove, form and pour
I Linear Foot
$
I
55.00
6
Curb, Miami — form and pour
I Linear Foot
I $
48.00
7
Curb, "F" — remove, form and pour
I Linear Foot
$
55.00
8
Curb, "F" — form and pour
I Linear Foot
I $
48.00
9
Driveway, 4" — remove, form, and pour
I Square Foot
I $
17.00
10
Driveway, 4" — form and pour
I Square Foot
I $
13.00
11
Driveway, 6" — remove, form, and pour
I Square Foot
I $
18.50
12
Driveway, 6" — form and pour
I Square Foot
I $
14.00
ProrurpmPnt Divwon
DocumentID:30D611D5084DAE53f4115EOEB53563A9
C OF
SEEN
NOME or PEucAN ISLAND
Bid #:24-17-ITB
Bid Title: Concrete Services
item No.
Description
13
Sidewalk, 6" — remove, form, and pour
14
Sidewalk, 6" — form and pour
15
Sidewalk, 8" — remove, form, and pour
16
Sidewalk, 8" —form and pour
17
Unclassified excavation, curb
18
Unclassified excavation, sidewalk
19
Unclassified excavation, driveway
20
Root Grinding
Unit
Unit Price
Square Foot
$
16.00
Square Foot
$
12.00
Square Foot
$
16.50
Square Foot
$
12.50
Linear Foot
$
7.25
Square Foot
$
5.25
Square Foot
$
6.25
Square Foot
$
50.00
Procurement Divisina
Document ID: 30DB11D5084DAE53C4115EOEB53563A9
C"1 O1
SEB N
HONE OF PELICAN ISLAND
Bid #:24-17-ITB
Bid Title: Concrete Services
Item No. Description
13 Sidewalk, 6" — remove, form, and pour
14 Sidewalk, 6" — form and pour
15 Sidewalk, 8" — remove, form, and pour
16 Sidewalk, 8" —form and pour
17 Unclassified excavation, curb
18 IUnclassified excavation, sidewalk
19 IUnclassified excavation, driveway
20 IRoot Grinding
Unit
Unit Price 1
lull
Square Foot
$
16.00
Square Foot
$
12.00
Square Foot
$
16.50
Square Foot
$
12.50
Linear Foot
$
7.25
Square Foot
$
5.25
Square Foot
$
6.25
Square Foot
$
50.00
Procurement Divkinn
Document ID: 30DB1 I D5084DAE53C4115EOEB53563A9
1225 Main Street. 4;Phact1a0. FL 32958
C OF
SEBAN
HOME OF PELICAN ISLAND
Bid #:24-17-ITB
Bid Title: Concrete Services
Item No. I Description
Concrete Services Added Per Amendment 1
21 Concrete testing - 7 & 21 day breaks at contractor's cost
22 Gravity Walls
23 Miter End Headwalls - per drawing
24 Concrete Footings
25 Rebar
26 Plastic Risers/Chairs
Unit
Unit Price
EA
$
160.00
Sq foot
$
75.00
Sci foot
$
80.00
Sci foot
$
6.25
LF
$
0.80
EA
$
4.50
Pracwao ent Division
Document ID: 30DB1 1 D5084DAE53C4115EOEB53563A9
1225 Main Street. Sebastian, EL 32958