Backup Documents 08/26/2025 Item #16F 1 (Absentia 08/12/2025 Item #16C 3) 16C 3
ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE
Print on pink paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the County Attorney Office
at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later
than Monday preceding the Board meeting.
** ROUTING SLIP**
Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the
exception of the Chairman's signature,draw a line through routing lines#1 through#2,complete the checklist,and forward to the County Attorney Office.
Route to Addressee(s) (List in routing order) Office Initials Date
1.
2
3. County Attorney Office County Attorney Office
4. BCC Office Board of County
Commissioners Xy Mk/ Sig ,5. Minutes and Records Clerk of Courts OfficeI P /v� .-
PRIMARY CONTACT INFORMATIO
96/023—
Normally the primary contact is the person who created/prepared the Executive Summary Primary contact information is needed in the event one of the
addressees above may need to contact staff for additional or missing information.
Name of Primary Staff Liz Gosselin/PUD-EPMD Phone Number 239-252-1037
Contact/Department
Agenda Date Item was 08/12/2025 Agenda Item Number 16.C.3
Approved by the BCC
Type of Document(s) Change Order Number of Original
Attached Documents Attached _
PO number or account
number if document is
to be recorded
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark"N/A" in the Not Applicable column,whichever is Yes N/A(Not
appropriate. (Initial) Applicable)
1. Does the document require the chairman's original signature(instead of stamp)? L.G.
2. Does the document need to be sent to another agency for additional signatures? If yes, N/A
provide the Contact Information (Name; Agency; Address;Phone)on an attached sheet.
3. Original document has been signed/initialed for legality. (All documents to be signed by L.G
the Chairman,with the exception of most letters, must be reviewed and signed by the
Office of the County Attorney.)
4. All handwritten strike-through and revisions have been initialed by the County Attorney L.G.
Office and all other parties except the BCC Chairman and the Clerk to the Board.
5. The Chairman's signature line date has been entered as the date of BCC approval of the
document or the final negotiated contract date whichever is applicable.
6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's
signature and initials are required.
7. In most cases(some contracts are an exception),the original document and this routing slip
should be provided to the County Attorney Office at the time the item is uploaded to the
agenda. Some documents are time sensitive and require forwarding to Tallahassee within a
certain time frame or the BCC's actions are nullified. Be aware of your deadlines!
8. The document was approved by the BCC on 08/12/2025 and all changes made during L.G. N/A is not
the meeting have been incorporated in the attached document. The County Attorney an option for
Office has reviewed the changes,if applicable. this line.--
9. Initials of attorney verifying that the attached document is the version approved by the L.G. N/A is not
BCC,all changes directed by the BCC have been made,and the document is ready for the an option for
Chairman's signature. this line.
1:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04;Revised 1.26.05;2.24.05; 11/30/12;4/22/16;9/10/21
16C 3
Col:Lier Co>.snty
Procurement Services Change Order Form
Contract# 23-81 15 CO# 3 PO# 4500225907 Project#: 70253.7, 70243 &51029.12.5 -IS
Project Name: Golden Gate City Transmission Water Main Improvements - Phase 1 B
Contractor/Consultant Name; Metro Equipment Services, Inc.
Select One: El Contract Modification (Construction or Project Specific) ❑ Work Order Modification
Project Manager Name: Liz Gosselin Division Name: Engineering and Project Management
Original Contract/Work Order Amount $13.983,979.70 08/08/23;118 Original BCC Approval Date; Agenda Item#
Current BCC Approved Amount $13,784,850.56 8/13/24;16C5 Last BCC Approval Date;Agenda Item#
Current Contract/Work Order Amount $13,784,850,58 8i46f25 8/19/25 SAP Contract Expiration Date(MASTER)
Dollar Amount of this Change $0.00 -1.42e/0 Total%Change from Original Amount
Revised Contract/Work Order Total $13,784,850.58 0.00% %Change from Current BCC Approved Amount
Total Cumulative Changes -$199,129.12 0.00% %Change from Current Amount
/26/25
Notice to Proceed 10/30/2023 Original NTP 600 Original Final 6/21/2025 Last Final S1..tA/7n75
Date #of Days Completion Date _ Approved Date
12/15/25 Q61[OTZb
#of Days Added 111 Revised Final Date t9/1 /2O�5 1 Current Substantial Completion Date 06,,1 r;z�vz�
(includes this change) (if applicable)
Provide responses after each question in box below (Responses should be brief and specific). Attach additional information and/or
documentation from the Design Professional and/or Contractor, if needed, with your submission of this Change Order and complete
summary on next page. Check all that apply to this Change Order request: 0 Add Time; ❑Add funds; El Use of Allowance;
❑ Modify/Delete existing Task(s);❑Add new Task(s); 191 Reallocate funds; ❑ Other(must be explained in detail below)
Change Order#3 is for the use the allowances,quantity adjustments for several pay items,and to add 111 days to the contract time to account for weather delays.unforeseen
conditions and work directives.Change Order#3 sets a new substantial completion dale of 10/06/2025.This proposed change order aligns with the original scope,terms and
conditions of the Agreement to install the 24-Inch and 30-inch transmission water mains within Golden Gate City. The County's Engineer of Record,Johnson Engineering,confirmed
the unforeseen condition associated with the work directives described below,reviewed the proposed costs,and conducted an independent cost analysis associated with this change
order confirming that the costs associated with the work are reasonable.
1.)Detail of change/s to be made through this Change Order!
QUANTITY ADJUSTMENT FOR PAY ITEMS:This change allows to Increase/decrease/remove quantities for several pay items and the use of the Stormwater Drainage Allowance in
the amount of$39,607.00 to account for quantities adjustments needed throughout the ongoing construction.
TIME EXTENSION DUE TO WEATHER DELAYS:This change adds twenty-five(25)days as follows:ten(10)full days due to rain on March 6,March 22,June 11,June 12,June
13,June 14,July 22,July 23,July 31,August 28 and September 3,2024;three(3)full days due to Tropical Storm Debby.five(5)full days due to Hurricane Helene and seven(7)full
days due to Hurricane Milton.
TIME EXTENSION DUE TO FINALIZING PIGGING AND FLUSHING PLAN:This change adds sixty(60)days to account for required time to properly review and approve the pigging
and flushing plan.As part of the project,the Contractor needs to pig and full bore flush the entire new transmission mains to meet regulatory requirements.The contractor submitted a
pigging and flushing plan that was reviewed by the County several times to ensure the proper availability of water sources and to minimize disruption to the existing neighborhoods
while flushing.
WORK DIRECTIVE#5:The project requires the vertical deflection of the existing 14-inch force main to accommodate the installation of the new transmission water main pipeline.It
was discovered that the existing force main valves were not operable and the force main could not be shut down to perform the deflection.A Ilne stop reinsertion is required to shut
down the force main so the deflection can be completed.The work directive authorizes the use of$51,654.64 under Pay Item No.40 General Allowance based on the contractors
Time and Materials quote and addsl4 days to the contract time.Using a line stop insertion to stop the wastewater flows will allow to complete the force main deflection timely with a
small Impact to the neighborhood and provides the regulatory separation between potable water and non-potable water lines which benefits the public by protecting the potable water
supply from potential contaminants.
WORK DIRECTIVE#6:The project requires a vertical deflection of the existing 8-Inch water main near the Intersection of 29th Place SW and 55th Terrace,which was discovered to
be Inside a casing pipe and unrestrained.This portion of water main inside the casing must be removed and replaced with new 8-Inch PVC material to allow the contractor to Install
proper restraints for the vertical deflection.This work directive authorizes the use of$17,871.70 under Pay Item No.40 General Allowance based the contractors Time and Materials
quote and acids 2 days to the contract time.Removing and replacing a portion of the existent water main and installing the proper restrains benefits the public by ensuring operation
and potable water supply reliability.
WORK DIRECTIVE#7:The project requires a vertical deflection of the existing 10-inch water main crossing 55th Terrace SW north of the Intersection of 55th Terrace SW and 26th
Ave SW;however,it was discovered that it dead ends and is capped on the east side of the intersection,and does not provide water service to any customers.The contractor is
directed to disconnect and remove a portion of the existing 10-inch water main that conflicts with the proposed transmission water main.This work directive authorizes the use of
$24,873.13 under Pay Item No.40 the General Allowance based the contractors Time and Materials quote and adds 1 day to the contract time.Removing a portion of the inactive
water main benefits the public by eliminating abandoned Infrastructure from County's right-of-way.
WORK DIRECTIVE#8:The project requires a connection from the new water main deflection along Coronado Pkwy to an existing water main near the Planet Fitness entrance.It
was discovered that the existing water main In this location Is encased In concrete.The plans to conned to this existing water main needs to be revised.The contractor was directed
to perform exploratory excavation to determine the limits of concrete encasement and if the existing mains are restrained.This work directive authorizes the use of$14.722.79 under
Pay Item No.40 the General Allowance based the contractors Time and Materials quote and adds 1 day to the contract time. Providing the proper connection to the existing water
main and Installing the proper restraints benefits the public by ensuring operation and potable water supply reliability.
Page 1 of 4
Change Order Form(2023_ver.1)
CSC 3
Page 1 Continued
Contract#23-8115 / COS 3 /P0#4500225907 / Project#:70253&51029/ Project Name: GGC Water Main Improvements-Phase 113/Contractor:Metro Equipment services,Inc.
WORK DIRECTIVE tf9' the project includes installing the transmission water mains via open cut construction methods which requires dewatering operations to keep the
ground water level below the invert of the pipe.A potential contamination site was discovered during the review of the dewatering permit application along Santa Barbara
Blvd,north of Radio Road,within the project corridor.The contractor was directed to proceed with testing the ground water to determine which type of additional
dewatering permit would be required to dewater in this area.This work directive authorizes the use of$7,910.95 under Pay Item No,40 the General Allowance based the
contractors Time and Materials quote and adds 1 day to the contract time,Identifying potential contaminants along the project corridor ensures that the proper permits
and construction methods are in place during the installation of the new transmission water main and benefits the public by protecting the new potable supply
infrastructure.
WORK DIRECTIVE 4113:The project requires the 24-inch transmission water main to cross Coronado Parkway;however,four(4)existing irrigation and electrical conduits
whose elevations and exact locations are unknown and potentially in conflict with transmission water main,were discovered along Coronado Pkwy crossing and in the path
of the new transmission water main.An existing 6-Inch water main was also discovered at this intersection,which was unknown.The contractor is directed to perform
exploratory excavation to locate the horizontal and vertical locations of the existing conduits and 6-inch water main at this intersection.This exploratory work will enable
the team to make necessary design adjustments orior to open cutting the road,which will minimize the duration of road closure.This work directive authorizes the use of
$29,589.40 under Pay Item No.40 the General Allowance based the contractors Time and Materials quote and adds 2 days to the contract time.Identifying the horizontal
and vertical locations of the potential existing conflicts prior to fully open cut the road benefits the public by maximizing uninterrupted access for local traffic and
emergency vehicles. -
WORK DIRECTIVE#15:The project required the 24--inch water main to cross Coronado Parkway;however,four(4)existing irrigation and electrical conduits and 6-inch
water main were discovered along Coronado Pkwy crossing from center median to center median at the intersection with Lucerne Road and are in conflict with the new
24 inch water main.The contractor was directed to install the new 24-inch water main pipeline approximately 1 foot deeper than originally planned,so that the new
transmission water main can cross underneath these unforeseen existing facilities.This work directive authorizes the use of S12,269.34 under Pay Item No.40 the General
Allowance based the contractors Time and Materials quote and adds 2 days to the contract time.Installing the new transmission water main 1.2-inches deeper than per
original plans provides adequate separation from non-potable water lines benefits the public by protecting the potable water supply from potential contaminants.
WORK DIRECTIVE#19:The project requires the installation of the 24-inch water main along Lucerne Road and 23rd CT SW;however,a buried fiber optic cable was
discovered to be in the direct path of the new transmission water main.The fiber optic cable was installed after the design was finalized.The-Contractor Is directed to
temporarily move the fiber optic cable out of the water main path so that the new transmission water main can be installed.This work directive authorizes the use of
$23,735.43 under Pay Item No,40 General Allowance based the contractors Time and Materials quote and adds 2 days to the contract time.Temporally moving the live
fiber optic cable out of the construction path benefits the public by avoiding service interruptions the rerd -Isidents arid businesses.
WORK DIRECTIVE#23:The project required the installation of new stormwater facilities crossing 3,e, CT SW;however,the existing 8-inch water main was discovered to he
installed via directional drill which makes its elevation deeper than anticipated,and is in direct conflict with the new stormwater pipe crossing.The Contractor was directed
to shift the location of the stormwater structure K-09 approximately 10 feet to the east and to use 18-inch RCP material in lieu of 24-inch RCP material for the road
crossing to provide vertical clearance between the existing water main and proposed stormwater pipeline.This work directive authorizes the use.of$13,734.03 under Pay
Item No.41 Stormwater Drainage Allowance based on the contractor's Time and Materials quote and adds 1 day to the contract time.Relocating the stormwater
infrastructure eliminates the need for the deflection of the existing water main which requires scheduling a water outage and benefits the public by providing
uninterrupted potable water service.
2.)If this Change Order is currently under a Stop Work,please identify the date issued and number of days remaining or"N/A"if not applicable.
N/A
3.)Explain why this change was not Included in the original contract/Work Order.
QUANTITY ADJUSTMENT FOR PAY ITEMS:The adjustment to the quantities are a result of design modifications made during or-going construction.
TIME EXTENSION DUE TO WEATHER DELAYS:This change was not included in the original contract because it was unknown the extent of the duration of heavy rain events
and severe tropical weather impacting the project area.
TIME EXTENSION DUE TO FINALIZING THE PIGGING AND FLUSHING PLAN:This change was not included in the original contract because staff did not anticipate the
Contractor submitting several plan revisions addressing staff's comments regarding water sources,flushing discharge locations and minimizing flooding impacts to the
neighborhood.
WORK DIRECTIVE#5.It was discovered during on-going construction that the existing force main valves do not operate.
WORK DIRECTIVE#6:It was discovered during on-going construction that the existing water main was inside a casing pipe and is not retrained.
WORK DIRECTIVE#7:It was discovered during on-going construction that the existing water main dead ends at this location and was not an active line.
WORK DIRECTIVE#8:It was discovered during on-going construction that the existing water main was encased in concrete.
WORK DIRECTIVE#9:It was discovered during on-going construction that there is potential contamination in the project corridor.
WORK DIRECTIVE#13:It was discovered during ongoing construction that there were unmarked existing conduits and a water main pipe in potential conflict with the new
transmission water main crossing Coronado Pkwy.
WORK DIRECTIVE#15:It was discovered during on-going construction that unmarked existing conduits and a existing 8-inch water main were in conflict with the new
transmission water main.
WORK DIRECTIVE#19:It was discovered during on-going construction that there were live fiber optic cables in the path of the new transmission water main.
WORK DIRECTIVE#23;It was discovered during on-going construction that the existing 8-inch water main was installed via directional drill,and due to its depth,it creates a
conflict with the new stormwater pipe crossing.
4.)Describe the impact if this change is not processed.
QUANTITY ADJUSTMENT FOR PAY ITEMS:If this quantity adjustment change is not processed,the contractor would not be able to be reimbursed for the adjusted
quantities that were a result of necessary design changes made during construction.
TIME EXTENSION DUE TO WEATHER DELAYS:If this change is not processed,the contractor will not be able to complete the project within the final completion date at no
fault of their own.
TIME EXTENSION DUE TO FINALIZING THE PIGGING AND FLUSHING PLAN:If this change is not processed,the contractor will not be able to properly pig and flush to obtain
the regulatory certifications for this project within the final completion date.
WORK DIRECTIVE#5:If this change is not processed.the force main could not be deflected and water main pipeline could not be Installed due to the conflict with the force
main.
WORK DIRECTIVE#6:The water main deflection could not be completed and could not be restrained as required.
WORK DIRECTIVE#7:The new transmission water main would need to be deflected under an non-active water main line.
WORK DIRECTIVE#8:The Contractor would not able to properly modify the connection to the existing water main and ensure that is properly restrained.
WORK DIRECTIVE#9:The Contractor would not be able determine if there are potential contaminants that would affect the dewatering permit.
WORK DIRECTIVE#13:The Contractor would not be able to determine if the unforeseen conduits and water main are in conflict with the new transmission water main
WORK DIRECTIVE tt15:The new transmission water main could not be vertical deflected to achieved the required separation from the unforeseen irrigation main and
electrical conduits and the 6-inch water main.
WORK DIRECTIVE#19:The new transmission water main would be in direct conflict with the unforeseen live fiver optic cables.
WORK DIRECTIVE#23:The required vertical separation between the existing 8-inch water main and the new stormwater pipe crossing could not be achieved.
16C 3
Work Pirec iv_es.endAROVVa.n.oesLgLQ.Akd._owf
Work Directives per CO#3 Allowance Use Allowance Balance
I. General Stormwater Beginning General Allowance S300,000.00
WI)0.5 S51,654.64 $ - Previous Draws from General Allowance $0.00 {`
WD#6 S17,871.70 $ - CO#3 Draw ($1 K2,('27.39)
WD#7 S24,873.13 $ � - 1 General Allowance Balance $1 17.372.61
WD#8 , . S14,722.79 ' $ -
WE)#9 S7,910.95 $ - Beginning Stormwater Allowance $300,000.00
WD#13 S29,589.40 j $ - Precious Draws from Stormwater Allowance $0.00 • ti
• WD 415 S12,269.34 $ - CO#3 Draw . . ($53,341.03) •
WD#19 ` S23,735.43- $ - Stormwater Allowance Balance S246,658.97
WD#23 I $ - $13,734.03
Quantity Adjustment per Allowance Use
CO#3
General Stormwater
------ --- -- __..........__.._—
Water and Wastewater $ - $ -
I
Stormwater $ - $39,607.00
Totals S182,627.39 $53,341.03
I
I6C 3
Cover county
Procurement Services Change Order Form
Contract# 23-8115 CO# 3 PO# 4500225907 Project#: 70253.7, 70243 & 51029
Project Name: Golden Gate City Transmission Water Main Improvements - Phase 1 B
Contractor/Consultant Name: Metro Equipment Services, Inc.
Change Order/Amendment Summary
(If additional spaces needed, attached a separate Summary page to this amendment request)
COST TIME
CO# AMD# Description Additive Deductive Days Total New Justification
(+) (-) Added i Time
Voided Voided
1
Modification of The changes are necessary to modify the
scopo and cost of the contract to
contract bid schedule accommodate the HOD installation of the
2 (see attached Total ($199,12s.12 60� force main along 29th Place SE,and the
Credit Breakdown) additional plug valves and force main
piping.
Additional Time and The use of Allowance for additional
Materials Allowance
O Time and Materials work is required
3
for unforeseen 111 711
due to unforeseen site conditions.
0
This change does not change the
jarconditions. contract amount, •
❑ Check here if additional summary page/s are attached to this Change Order
Page 2 of 4
Change Order Form (2023_ver.1)
16C 3
Colte-r Procurement Services Change Order Form
Contract# 23-8115 CO#3 PO# 4500225907 Project#: 70253.7, 70243 & 51029
Project Name: Golden Gate City Transmission Water Main Improvements - Phase 1 B
Contractor/Consultant Name: Metro Equipment Services. Inc.
Acceptance of this Change Order shall constitute a modification to contract/work order identified above and will be
subject to all the same terms and conditions as contained in the contract/work order indicated above, as fully as if
the same were stated in this acceptance. The adjustment, if any, to the Contract shall constitute a full and final
settlement of any and all claims of the Contractor/Vendor/Consultant/Design Professional arising out of or related
to the change set forth herein, including claims for impact and delay costs.
Contractor/Consultant/Design Professional signature below must be from an authorized person/officer/director of
the Company or listed as the qualified licensed Professional "Project Coordinator"or Design/Engineer Professional
under the agreement. Signature authority of person signing will be verified through the contract OR through the
Florida Department of State, Division of Corporations (Sunbiz) website (https://dos.myflorida.com%sunbiz/search/).
If the person signing is not listed, we will require signature authority by one of the fisted officers/directors of the
company giving that person signature authority.
Mvr•c-r y(M.M�u
GosselinLiz
°w' ie•,y,,,.,.
Prepared by: oWL.:115 51i u i Date: _
Signature-Division Project Manager
Liz Gosselin,Project Manager II,EPMD KLA 5/30/25
Printed Name
William H Saum
Accepted by: 2025.05.30 15'00:50-04'00' Date: 5/30/2025
Signature- Design/Engineer Professional(if applicable)
William H.Saum, P.E.,Senior Project Manager
Printed Name/Title/Company Name
Nico Serrano Digitally signed by Nice Serrano
Accepted by: Date:2025.06.06 16:26:33-04'00' Date:
Signature-Contractor/ConsultantNendor
Nicolas Serrano,Project Manager,Metro Equipment Services,Inc.
Printed Name/Title/Company Name
BullertBenjamin
Approved by Date:
Signature-Division Manager or Designee(Optional)
Benjamin N.Buliert,Superv,sor-Project Management-Engineering and Project Management Division
Printed Name
McLeanMatthew °" h
Approved by Date:
Signature-Division Director or Designee (Optional)
Matthew McLean, Director,Engineering and Project Management Division
Printed Name
Approved by: _ Date --_--,--_-__
Signature-Division Administrator or Designee(Optional)
Printed Name
Page 3 of 4
Change Order Form (2023_ver.1)
1 6 C 3
Contract# 23-8115 CO#3 PO#4500225907 Project#: 70253, 70243 & 51029
Project Name: Golden Gate City Transmission Water Main Improvements-Phase 18
Contractor/Consultant Name: Metro Equipment Services, Inc.
Additional Signatures:
Digitally signed by Sotolsabel
Sotolsabel 10:2404- 2 04001
Approved by: Date:
Isabel Soto, Project Manager II,TMS
lip CU,I ' Mn v,..'g mxpr4.ym.MOC.YC,.'.S .
xn.l'aa,waun mn au.u. i
Approved by: Date:
Peter Hayden, Supervisor Project Manager,TMS
Anthony Digitally signed by Anthony
Khawaja P.E.
Khawaja P.E. Date 2025.06.12 14:58:32
Approved by: oaoo Date: -,
Jay Ahmed, P.E., Director,Transportation Engineering, TMS
ScottTri n ity Digitally signed by Scot:53nity
Date:2025.06.17 16:45:53
Approved by: oaoo Date:
Trinity Scott, Department Head,TMS
4 � .
1 6 C 3
Co re-r County
- � -- Procurement Services Change Order Form
Contract# 23-8115 CO# 3 PO# 4500225907 Project#: 70253.7, 70243 & 51029
Project Name: Golden Gate City Transmission Water Main Improvements - Phase 1 B
Contractor/Consultant Name: Metro Equipment Services, Inc.
FOR PROCURMENT USE ONLY
- �
FY 25 CHO Request# 700
i
-- ----� _
BowdenStephanie Digitally signed by BowdenStephanie
11 L Date:2025.06.24 10:55:03-04'00'
Approved by:
Signature-Procurement Processional Signature/Date
Approved by _
Signature-Procurement Manager/Director(OPTIONAL)
APPROVAL TYPE:
fI Administrative El Administrative-BCC Report H! BCC Stand-Alone ES (BCC Approval Required)
1 BCC APPROVAL
ATTEST
Crystal K. Kiri' l�CFtpltoj,the Circuit Court BOARD OF COUNTY COMMISSIONERS
and Comptr ,ter • "'"',� COLLIER COUNTY, FLORIDA
gy . f By./441%,,Cr4401NA--
' Burt L. Saunders Chairman
gl ! l?
`" UTG only Dale: 1 2���s--
(SEAL) Agenda # 16 C 3 _
pro ed as to Fp a Leg lity:
DeputyCount Attorney
y
c<eilt p /
�-w Li---
Print Name
ti
Page 4 of 4 f 40 /
Change Order Form (2023_ver.1)