HomeMy WebLinkAboutChange order #2 Dickerson Infrastructure 11463Change Order#
I Purchase Order #
Contractor:
Address:
11463
CITY OF
Sf]3ASTIAN
HOME OF PELICAN ISLAND
CHANGE ORDER FORM
Project Name
Project #
Dickerson Infrastructure, Inc.
3122 North 25th Street
Ft Pierce, FL 34946
Contact Name
Contract Date
Taxiway G Construction
A2551
Mike Bryant
August 12, 2025
By the signature affixed below, the City and the Contractor agree to the changes stipulated herein. Upon proper execution
of this document, the Contractor is hereby notified to commence work. All changes stated below are hereby incorporated
and made a part of the Contract identified above, and all the terms and conditions of said Contract are enjoined and in full
force while executing the change(s) stipulated as follows:
DESCRIPTION:
This Change Order is being issued to accomplish the following:
1. Contract Amount Increase: Add $57,118.00 to address unsuitable subbase material encountered at the Phase 2
Taxiway G/B tie-in. Excavation revealed 8-12 inches of gray sand and an undetermined layer of decomposed
organics ("muck"), creating unstable ground conditions. Work was halted pending the Engineer of Record's direction
(see Exhibit A: RFI 0004 and Cost Breakdown).
2. Contract Time Extension: Extend the contract by fourteen (14) calendar days. Seven (7) days for City of
Sebastian's scheduled closures (Nov 2025-Jan 2026, Exhibit B) and seven (7) days for additional work required at
the Taxiway G/B tie-in.
3. uidated Damaoes Revision: Revise the schedule to combine Phases 1 and 2 and reflect the added calendar
days (Exhibit C).
A. Contract price prior to this change
Net increase (decrease) resulting from this change
New contract price including this change order
959,166.40
57,118.00
$1,016,284.40
B. Contract time prior to this change (number of days) 97 (211/2026)
Net increase (decrease) resulting from this change (number of days) 14 days
New completion date including this change 111 days (2/15/2026)
AGREED:
ENGINEER: DICKERSON INFRASTRUCTURE:
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Flamed Jafarian, PE, ICE
Date: 01 /12/2026
Procurement Division
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Mike Bryant, President
Date: 01 /13/2026
1225 Main Street, Sebastian, FL 32958
Phone:772-388-8231
Page t of 7
Document ID: B5EE778A8DC7DA9C4FFFD479A848DEAA
CITY OF SEBASTIAN:
L'4K
Brian Bent , City Manager
Date: 'City,
6
ADorovals by City of Sebastian Staff.
CM OF
Sf)3AST1
kN
HOME OF PELICAN ISLAND
Catherine E esta, ing City Clerk
Date: I 126
_ City Manager Authorization — a cumulative amount less than 15% of the contract price or $15,000.
X City Council Authorization — a cumulative amount exceeds 15% of the contract price or $15,000.
CITY COUNCIL MEETING: January 28, 2026
Project Manager 15 as to Scope of Work
Procurement Manager K as to purchasing
Finance is as to budget
City Attorney �as to legal
Procurement Division 1225 Main Street, Sebastian, FL 32958
Phone:772-388-8231
Page 2 of 7
Document ID: BSEE778A8DC7DA9C4FFFD479A848DEAA
CITY Or
Sfj3ASTj_APq
HOME OF PELICAN ISLAND
Exhibit A
RFI 0004 and
Cost Estimate Unforeseen Condition Unsuitable Subbase Material Replacement
Procurement Division 1225 Main Street, Sebastian, FL 32958 Phone: 772-388-8231
Page 3 of 7
Document ID: B5EE778A8DC7DA9C4FFFD479A848DEAA
REQUEST FOR INFORMATION (RFI) I RFI No:
0004
CONTRACT NO.: CONTRACT TITLE: PRIME CONTRACTOR:
G3A50 Sebastian Municipal Airport, Taxiway Dickerson Infrastructure, Inc.
G (Golf) Construction Project
CONTRACTOR'S REQUEST FOR INFORMATION
REQUESTED BY: DATE REQUESTED: POTENTIAL COST IMPACT: Yes
Zephyr Zuccarelli 1 12/8/2025 1 POTENTIAL SCHEDULE IMPACT Yes
SUBCONTRACTOR:
RFI SUBJECT: Phase 2 Construction; Demolition of Phase 2; Taxiway G and Taxiway
B (tie-in). Existing conditions (subbase) require assessment before
proceeding.
FEATURE OF WORK; Taxiway G (Golf) Construction
SPECIFICATION SECTION: S-140; "Site Demolition", section 140-2.5 "Compaction of Existing Base
and Subgrade", P-152; "Excavation, Subgrade and Embankment", and P-
154; "Subbase Course".
INFORMATION REQUESTED: Requesting ICE -Engineer to address and advise how to proceed ASAP.
Reference: Approved for Consmiction (AFC) Plans: Sheet C2.3. Specifications: S-140; "Site Demolition",
section 140-2.5 "Compaction of Existing Base and Subgrade", P-152; "Excavation, Subgrade and
Embankment", and P-154; "Subbase Course".
Requesting the following Information:
During Phase 2 construction (demolition activities, 12/8/25) base rock was removed, revealing subbase.
(Location is the Northwest radius at the Taxiway G and Taxiway B tie-in area.) Contractor encountered
existing conditions of subbase different than expected, causing a STOP in WORK (questioning attitude
prompted by contractor). Existing conditions as follows: Subbase of 8-12 inches of gray sand with
(undetermined amount; 1-3 feet possible) sub -layer of "muck" (decomposed organics/spongy peatmoss
layer at water table). Ground unstable, "pumping and moving" under equipment load.
RFI 0004 was prompted by ICE -Engineers to begin the process of determination regarding how to proceed
with demolition and construction activities for Phase 2.
We appreciate your prompt response/acknowledgement of this RFI, as this clarification/correction is
essential for maintaining construction alignment with project specifications.
CONTRACTOR'S RECOMMENDATION:
RFI response. Additional time and or materials possible. Please advise. Thank you!
Document ID: B5EE778A8DC7DA9C4FFFD479A848DEAA
Engineering Firm RESPONSE
ANSWERED: Harried Marian DATE RECEIVED: DATE ANSWERED:
TITLE: Sr. PM O 12/8/2025 12/8/2025
_Engineering Firm RESPONSE TO CONTRACTOR: I.C.E. _
To re-establish the required pavement support section, proceed as follows:
1. Excavation of Unsuitable Materials;
Excavate all unsuitable subbase and underlying muck to a depth of 2.75 feet below the proposed
finished grade to remove all unstable, pumping material.
2. Placement of Replacement P-219 Material (Subbase Replacement);
Backfill the excavation with P-219 crushed aggregate base material placed in two (2) compacted lifts
of 12 inches each. Each lift shall be moisture -conditioned, compacted, and proofrolled in accordance
with the specifications. Field density acceptance is required on each lift to achieve in place dry
density at least 100% of the standard proctor ASTM D698) max, dry density.
3. Placement of Final 6-Inch Base Layer:
After acceptance of the two 12-inch lifts, place the final 6-inch P-219 base course per project plans
and specifications. Compact and test to meet all specified requirements.
4. Measurement of Repair Area;
The RPR will measure and quantify the limits of excavation and replacement for documentation and
payment purposes.
5. Time Considerations;
As the unsuitable subbase prevented proofrolling and halted construction activities, the Contractor
may request additional contract time as needed, in accordance with the procedures outlined in the
contract documents. Any requested time extension shall include supporting justification and requires
uwne(o appivvJ.
CONTRACTING OFFICER'S SIGNATURE I ���f"
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Document ID: B5EE778A8DC7DA9C4FFFD479A848DEAA
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SQ3ASTIAN
14
HOME OF PELICAN ISLAND
Exhibit B
City of Sebastian Holiday Schedule
Procurement Division 1225 Main Street, Sebastian, FL 32958 Phone: 772-388-8231
Page 4 of 7
Document ID: B5EE778A8DC7DA9C4FFFD479A848DEAA
CITY OF
Sf]F;ASTjAN
HOME OF PELICAN ISLAND
City of Sebastian Holiday Schedule
(November 2025, December 2025 and January 2026)
Date
Tuesday, November 11, 2025
Thursday, November 27, 2025
Friday, November 28, 2025
Wednesday, December 24, 2025
Thursday, December 25, 2025
Thursday, January 1, 2026
Monday, January 19, 2026
Procurement Division
Holiday
Veteran's Day
Thanksgiving Day
Friday after Thanksgiving
Day before Christmas Day
Christmas Day
New Year's Day
Martin Luther King, Jr.
1225 Main Street, Sebastian, FL 32958
Phone:772-388-8231
Page 5 of 7
Document ID: B5EE778A8DC7DA9C4FFFD479A848DEAA
Cll % Oi
SF13ASTI,NN
HOME OF PELICAN ISLAND
Exhibit C
Revised Liquidated Damages Schedule
Procurement Division 1225 Main Street, Sebastian, FL 32958 Phone: 772-388-8231
Page 6 of 7
Document ID: B5EE778A8DC7DA9C4FFFD479A848DEAA
CITY OF Sfj3ASTI)kN
HOME OF PELICAN ISLAND
16.2 Liquidated Damages:
Completion of Phases 1 & 2 80 $500 PER DAY
Phases 1 & 2 SHALL be completed by January 15, 2026
Punch list and permanent
markings
$500 PER DAY
Punch list/permanent markings SHALL be completed by February 15, 2026 1
Procurement Division 1225 Main Street, Sebastian, FL 32958 Phone: 772-388-8231
Page 7 of 7
Document ID: B5EE778A8DC7DA9C4FFFD479A848DEAA