Backup Documents 05/27/2025 Item #16F 1 ORIGINAL DOCUMENTS CHECKLIST&ROUTING SLIP
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO 16 1- 1
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.
**NEW**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. County Attorneys Office County Attorney Office 4T� 5/91161S
2. BCC Office Board of County Commissioners Chairman
Rssyf? S/2'1
3. Minutes and Records Clerk of Court's Office
PRIMARY CONTACT INFORMATION
Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the
addresses above,may need to contact staff for additional or missing information.
Name of Primary Staff Bendisa E.Miller,Facilities Division Phone 239-252-8440
Contact/Department Number Bendisa.Miller@colliercountyfl.gov
Email
Agenda Date Item was Mav 27,2025 Agenda
Approved by the BCC Item 16.F.1
Number
Type of Document Attached Recommendation to ratify administratively approved Number of
Change Order No. I under Agreement No.23-8096 Original 1
with Heatherwood Construction Company,adding 78 Documents
days to the Substantial Completion date and utilizing Attached
$214,087.62 of the Owner's Allowance for Purchase
Order No.4500229441 on the Pelican Bay New
Maintenance Facility project,and authorize the
Chairman to sign the attached Change Order.(Project
No.50211)
PO number or account The Facilities Division is requesting a completed copy
number if the document is to
be recorded
INSTRUCTIONS&CHECKLIST
Initial the Yes column or mark"N/A"in the Not Applicable column,whichever is appropriate. Yes N/A(Not
(Initial) Applicable)
I. Does the document require the chairman's original signature? N/A
2. Does the document need to be sent to another agency for additional signatures? If yes,provide the Contact N/A
Information(Name,Agency,Address,Phone)on an attached sheet.
3. The original document has been signed/initialed for legal sufficiency. (All documents to be signed by the
Chairman,except for most letters,must be reviewed and signed by the Office of the County Attorney. BEM
4. All handwritten strikethroughs and revisions have been initialed by the County Attorney's Office and all N/A
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 BEM
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 N'A
provided to the County Attorney's Office at the time the item is input into SIRE. 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 BCC approved the document on May 27,2025,and all changes made during the meeting have N/A is not an
been incorporated in the attached document. The County Attorney's Office has reviewed the Cam;//t/4
option for this
changes,if applicable. 7J('1 line.
9. Initials of attorney verifying that the attached document is the version approved by the BCC,all changes r / N/A is not an
directed by the BCC have been made,and the document is ready for the Chairman's signature. r 1 m L, option for this
�J line.
1:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04,Revised 1.26.05,Revised 2.24.05;Revised 11/30/12
16FCofer County
Procurement Services Change Order Form
Contract# 23-8096 CO#01 PO# 4500229441 Project#: 50211
Project Name: Pelican Bay New Maintenance Facility
Contractor/Consultant Name: Heatherwood Construction Company
Select One: ❑Contract Modification(Construction or Project Specific) 0 Work Order Modification
Project Manager Name: Brian Mondgock Division Name: Facilities Management
Original ContracVWork Order Amount $5,340,571.00 12/12/2023 Original BCC Approval Date;Agenda item#
Current BCC Approved Amount $5,340,571.00 12/12/2023 Last BCC Approval Date;Agenda Item#
Current Contract/Work Order Amount $5,340,571.00 4/10/2025 SAP Contract Expiration Date(MASTER)
Dollar Amount of this Change 4u o.00% Total%Change from Original Amount
Revised Contract/Work Order Total $5,340,571.00 0.00% %Change from Current BCC Approved Amount
Total Cumulative Changes so.00 o:00%a %Change from Current Amount
Notice to Proceed 4/8/2024 Original NTP 390 Original Final 5/3/2025 Last Final 5110/2025
Date #of Days Completion Date Approved Date
#of Days Added 78 Revised Final Date 7/27/2025 Current Substantial Completion Date 4/10/2025
(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 al!that apply to this Change Order request:(]Add Time;El Add funds;El Use of Allowance:
0 Modify/Delete existing Task(s);0 Add new Task(s);❑Reallocate funds;❑Other(must be explained in detail below)
1.)Detail of change/a to be made through this Change Order.
This change order will add 78 days to the contract extending the current substantial completion date to 6/27/2025 and utilize$214,087.62 of the Owners Allowance leaving
a balance of$185,912.38.
WD#2$10,265.76-Issued to relocate wall penetrations above below ceiling height.
WD#3$1,684.00-issued to furnish and install(2)Moen T8343 three function commercial shower system.
WD#4$32,002.86-Issued to paint the proposed coiling doors green in an upgraded RAL color(RAL8028).
WD#5$11,491.70-Issued to repair and level 33 feet of existing sanitary lateral line.
WD#6$158,833.32-Issued to address multiple existing utility conflicts with the proposed drainage Infrastructure Installation,order additional drainage structures needed to
reroute proposed drainage pipes around discovered utility conflicts,and perform additional exploratory work to Identify and resolve conflicts before Installation.
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.
A project timeline extension was determined necessary due to an unforeseen delay caused by an FPL utilities relocation which Included transformer Installation,utilities
easement changes,end lead time for FPL to acquire equipment and mobilization.Work could not continue on the affected portion of the site until the relocation was
complete.
WD#2•This change is a result of the construction conflict discovered during the HVAC rough-In related to the three east facing exterior well penetrations for Intake and
exhausts.
WD#3-The auxiliary shower fixtures were not on the approved plumbing drawings,approved submittal package or clarified during bidding.
WD#4- The bid documents did not explicitly specify that the coil doors were intended to match the green color of the roof.A non-standard color Is required for this rnatch,
and the contractor's bid included only standard color options.
WD#5-This change Is a result of contractors inspection of the existing sewer lateral as required prior to commencing construction.The video evidence and supporting
documentation Identified a in the sanitary lateral line that must be repaired prior to making sanitary connection for the new facility.
W0116-The utility conflict were unknow until the excavation of the stormwater management system had commenced.
4.)Describe the Impact if this change Is not processed.
Without the time extension,the project would not meet the final completion deadline
WD#2-The three designed wall penetrations and exterior louvers would fall below the designed ceiling height and cause HVAC duct to protrude Info the finished areas.
WD#3•The restroom showers would not have shower diverters,slide bar or handheld shower wands.
WD#4-If the change In color was not approved,a standard factory gray finish on these doors would be provided.
WD#5-The underground conduit work and the FPL relocation would not be comptote.1 his would Interfere with the northeast corner of the maintenance building end
{ perking lot,
lWD#B•The stormwater management system would not be completed.
Page 1 of 4
Change Order Form(2023_ver.1)
CAS.)
it
16F1
Clt;er
Coty Procurement Services Change Order Form
Contract# 23-8096 CO#01 PO#4500229441 Project#: 50211
Project Name: Pelican Bay New Maintenance Facility
Contractor/Consultant Name: Heatherwood Construction Company
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 Time
Utilize$214,087.62 of the This change order addresses
Owners Allowance leaving a 9
1 balance of$185,912.38 for 78 468 the additional work required
workdlrectivesfl2ihraughNB. in work directives#2 through
Add 78 days to the project. g
#6.
I ❑Check here If additional summary page/s are attached to this Change Order
Page 2 of 4
Change Order Form(2023__ver.1)
16FCpolter- County
Procurement Services Change Order Form
Contract# 23-8096 CO#01 PO# 4500229441 Project#: 50211
Project Name: Pelican Bay New Maintenance Facility
Contractor/Consultant Name: Heatherwood Construction Company
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://cios.myflorida.corn/sunbiz/search/).
if the person signing Is not listed, we will require signature authority by one of the listed officers/directors of the
company giving that person signature authority.
Mond ockBrian Digitally signed by MondgockBrian
Prepared by: Date:2025.04,03 16:29:18-04'00' Date:
Signature-Division Project Manager
Brian Mondgock, Project Manager II, Facilities Management
Printed Name
Digitally signed by Jeff Davidson
Accepted by: °'==- Date:2025.04.07 11:18:36-04'00' Date:
Signature-Design/Engineer Professional (if applicable)
Jeff Davidson P.E., President, Davidson EngineerinA!Inc.
Printed /'me/Title/Company Name ---
Accepted by: -'' �.. ,' Date: • 7,"2 o Z
Sin cure-Contractor/Consuttan vnn p
g Q/ dor"'
Walter Crawford, President, Heatherwood Construction Company
Printed Name/Titlei Company Name
Co I e m a n C h a d Digitally signed by ColemanChad
V G 1 1 ' ' 1 f I U Date: 2025.04.08 11:25:42-04'00'
Approved by: Date:
Signature-Division Director or Designee (Optional)
Chad Coleman,Assistant Division Director, Pelican Bay Services
Printed Name
DelonyBrian Digitally signed by DelonyBrian
Approved by: Date:2025.04.03 16:47:03-04'00' Date:
Signature-Division Director or Designee(Optional)
Brian DeLony P.E., Division Director, Facilities Management
Printed Name
Approved by: Date:
Signature-Division Administrator or Designee (Optional)
Printed Name _
Page 3 of 4
Change Order Form(2023_ver.1)
CAr
16F
Co County Procurement
Services Change Order Form
Contract# 23-8096 CO# 1 PO# 4500229441 Project#: 50211
Project Name: Pelican Bay New Maintenance Facility
Contractor/Consultant Name: Heatherwood Construction Company
FOR PROCURMENT USE ONLY
FY 25 CHO Request# 642
B O W den n Stephanie h a f,-�•e Digitally signed by BowdenStephanie
11 l Date:2025.04.09 09:11:43-04 00
Approved by:
Signature-Procurement Professional Signature/Date
Approved by:
Signature-Procurement Manager/Director(OPTIONAL)
APPROVAL TYPE:
AdmInistrativek Administrative-BCC Report BCC Stand-Alone ES (BCC Approval Required)
BCC APPROVAL
ATTEST:
Crystal K. Kinzel, Clerk of the Circuit Court BOARD OF COUNTY COMMISSIONERS
,,,-‘ehd"'Cattlptioller COLLIER COUNTY, FLORIDA
40
A fi igi r A4€4 0 Pi 4"
,-� Burt L. Saunders ,Chairman
9 •' ,r' nest as to Chairman's
4
{ to H OW
`' i, signature only Date: 512 ]l25 _.._
y.....,.,.; (SEAL) Agenda# IL F( __.___
pproved a Fo d L gallty:
ty County Attorney
_Slaa____ /t�c L
Print Name
I
Page 4 of 4
Change Order Form(2023_ver.1)
Cdt6(4.,A0
FACILITIES MANAGEMENT DIVISION
16 F j
WORK DIRECTIVE CHANGE
Pelican Bay New Maintenance Fac.
CONTRACT: #23-8096 CHANGE: #2 - Wall to Roof Penetrations
PROJECT NAME: Pelican Bay New Maintenance Fac.
DATE OF ISSUANCE: 2/14/2025 EFFECTIVE DATE: 2/14/25
PO#4500229441
OWNER: Collier County Board of Commissioners PROJECT NUMBER: 50211
CONTRACTOR: Heatherwood Construction ENGINEER/DESIGN PROFESSIONAL:
Davidson Engineering
You are directed to proceed promptly with the following change(s):
Relocate wall penetrations below ceiling height to "through Roof penetrations as called out in RFI 008. This
issue stems from a construction conflict discovered at HVAC rough-in related to the three east facing exterior
wall penetrations for Intake and exhausts.
If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a
Change Order based thereon will involve one or more of the following methods of determining the effect of the
changes(s).
Method of determining change in Contract Price: Method of determining change in Contract Times:
Unit Prices ❑ Contractor's records
®Time and Material Not to Exceed (T&MNTE) ❑ Engineer's record
Other ❑ Other
Estimated increase (decrease) in Contract Price Estimated change in Contract Time;
$10,265.75 Increase or decrease by-o-calendar days.
RECOMMENDED: AUTHORIZED:
Dgitaly.n.rt by la.D.v1d.on.P.E.
ou c.us, Digitally signed by
E'M'ga 5 ° ;". MondgockBrian M°ndg°ck8rian Of'MNd.on E n.v
ck•u.am a.on,ng Date:202502.14 12:54 11
NMfloaa 2 2am 141238 0.5133rdoco -05'00'
O.le'.'10Y.0i.t�t 13l.30-0SVO'
By: Engineer of Record By: Brian Mondgock, PMP Project Manager(l
Lee Davidson Owner's Representative; Facilities Management
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COAI9 AUt EIONCOMPANV
HEATHERWOOD CONSTRUCTION COMPANY
Pelican Bay Maintenance Facility
RCO 007-Ver 3-Changes to OAU Intake and Exhausts
2/9/2025
Project Name: Pelican Bay New Maintenance Facility
CC PM Name: Brian Mondgock HCC Job No. 2318
Address:6200 Watergate Way Job Name: PBMF
Naples Florlda
P011 4500229441 Cost Code: Multiple•See below and Attached
DESCRIPTION
SCOPE OF WORK: Maintenance Building Changes to OAU intake and 2 exhaust CC Budget
Summary
This change is a result of the construction conflict discovered at HVAC rough-In related to the three east facing exterior wall penetrations for Intake and exhausts.The
design created wall penetrations below the ceiling heights and door header heats,RFI 008 question and answer to change these three opening to a"through roof"
exhaust and Intake has created a cost for this change.This change and the supporting documentation including the masonry Will and addition roof penetrations.If this
1 change order is not processed,the three designed wall penetrations and exterior louvers will fall below the designed ceiling height and be visible in the finished areas.
2 Infill existing masonry openings•Subcontracted with Ogden 3000 $2,860.00
3 Roofing•Suhcobntracted by Apple Roofing 7000 $2,470.00
4 New Gravity vents and OAU intake-Subcontracted with Mechanical contractor 15000 $3,500.00
S General Conditions-See attached 1000 $502.50
Subtotal $9,332.50
Builders Risk $0.00
General Contractors OH&P 10% $933.25
TOTAL $10,265.75
Date: Project Manager: A:444d &nasfacs&
CAC)
1b F I
Code Description Qty Unit Change NOTES
01000 General Conditions To Y�
r,lra n6,- " �t5t+.i ual•(.bn U 9,p f+-; / �. � �ih : go+z. . a. �.:... .ft.
Project Mana,per 4 $ 110.00 $ 440.00
Superintendent 0 $ 96.00 $ -
General Superintendent 0 $ 110,00 $ -
GL Insurance
Admin 1 $ 62.50 $ 62.50
• :'i.; a.Llt.i..7_lijitta 5t"infr' 1. .,.
OIc den $ 2,860.00
Apple Rooting
•
f a T434y --4' "
Holiday Mechanical $ 3,500,00
SUBTOTAL $ 9,332.60
Builders Risk Insurance t -
GC Fee 10%per contract $ 933,25
•
.vs;;X am._ 4.- 7;i174c'" 1': iifi. igiali`tilt ilu 'na a* 'k . +•
CAC;
1 6 F 1
i F . n __. Potential Change Order
Date Estimate#
J .
February 7,2025 CORD°I
STRUCTURAL coNrruicrcw s
Ogden Brothers Construction,LLC. Heathenvood Construction Company
l Tom Rab Lane 0400128.Pelican Bay Maint Facility
6200 Watergate Way
Fort Myers,33907
239 333-4321 Naples, FL 34108
Description Total
The following change order is for Concrete and Masonry—Will 3 existing exterior wall openings.(I 8x 12",
24x12",24x18").
— Equipment 600.00
— Labor 1,918,00
Material342.00
CUSTOMER APPROVAL: Total $ 2,860,00
Print Name:
Signature: Date:
CNO
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16F1
ESTIMATE
Saint Raphael Roofing powered by Apple Roofing Sales Representative
7911 Drew Circle Fernando Lugones ` V ^� apple
Fort Myers,FL 33967 (239)272-3268 R O O F i tJ G �p
(239)220-5120 fernando.lugones@appleroof.com LIC CCC 1334962 roofing
Heatherwood Construction •
Job#24SRR52860-Pelican Bay Maintenance Facility Gutters Estimate# CO 001
6200 Watergate Way Date 2/7/25
Naples,FL 34108
Estimate valid for 15 days.
Description • Amount
Pelican Bay Maintenance Facility- RFI 008 Revised M-2 drawings dated 12/6/2024 $2,470.00
Cut three openings through dry-in and patch dry-in as needed following vent installation by
others. Flashing for three new roof vents(installed at same time as roof panels)
Paint all three penetrations to match root color
Terms and Conditions Sub Total $2,470.00
All material is guaranteed to be as specified,All work to be completed in a
workmanlike manner according to standard practices.Any alterations or deviations Total $2,470,00
from the above specifications Involving extra cost would be executed only upon
written orders and It would become an extra charge over and above the estimate.
Acceptance of the Proposal-The above prices,specifications,and conditions are
satisfactory and are hereby accepted.You are authorized to do the work as
specified. Payment will be made as outlined above.
I hereby authorize the following Items
I hereby authorize the work indicated above payment terms:Upon completion of
work,Credit card payments incur an additional 3%charge to all invoices.
Amount Signature Date
C A O
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16F1
.
A/C SERVICES, LLC
t =
HOL:fAle MECHANICAL A/C, SERVICES, i..L.:.
17051 JEAN ST., SUITE #6, FORT MYERS, FL 33967
(239) 437-7823 Office (239) 437-7824 Fax
info@holidayac.com
Pelican Bay Maintenance Facility — RFI #8
February 7, 2025
Proposal Summary
Maintenance Building
Per RFI#8 - Provide&Install (2) Gravity Vents, (1) for Outside Air Intake (Large.Enough to
Accommodate both Outside Air Ducts), (1) for Exhaust. These are NOA (Hurricane Rated) Gravity Vents.
Lead Time is 6-8 Weeks
Maintenance Building Total: $3,500.00
HOLIDAY MECHANICAL A/C SERVICES, LLC is pleased to present this proposal to Heatherwood
Construction for Pelican Bay Maintenance Facility, based on mechanical plans dated 6/8/2023 and our
field verification.
Approval Signature: Date:
CAO
16Fi
FACILITIES MANAGEMENT DIVISION
WORK DIRECTIVE CHANGE
Pelican Bay New Maintenance Fac.
CONTRACT: #23-8096 CHANGE: #3 - Additional Shower Plumbing
PROJECT NAME: Pelican Bay New Maintenance Fac. Fixtures
DATE OF ISSUANCE: 2/14/2025
PO#4500229441 EFFECTIVE DATE: 2/14/25
OWNER: Collier County Board of Commissioners
PROJECT NUMBER: 50211
CONTRACTOR: Heatherwood Construction
ENGINEER/DESIGN PROFESSIONAL:
Davidson Engineering
You are directed to proceed promptly with the following change(s):
Furnish and install (2) Moen T8343 three function commercial shower system as outlined in RFI 009.
If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a
Change Order based thereon will involve one or more of the following methods of determining the effect of the
changes(s).
Method of determining change in Contract Price: Method of determining change in Contract Times:
Unit Prices ❑ Contractor's records
®Time and Material Not to Exceed (T&MNTE) ❑ Engineer's record
Other Other
Estimated increase(decrease) in Contract Price Estimated change in Contract Time:
$1,694,00 Increase or decrease by-o-calendar days.
RECOMMENDED: AUTHORIZED:
O(g4a11y signed by Let()Mean,P.E
Cd1 CAA E•NaQdandetneng4gaaag com,
D.Da er Eng+.wikp.Ino'.GNe Lae Dlgniy signed by MondgockBrlan
—��•.,L-----p a.an l am spga»qq Ines aa<vnent Mon d g o c k B r i a n Daley 2025.02.14 12:54,31OS'D0�
D.1.:2079D71.17]);0D0500'
By: Engineer of Record By: Brian Mondgock,PMP Project Manager II
Lee Davidson Owner's Representative: Facilities Management
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,pbomfrurtbiiic,ur;
HEATHERWOOD CONSTRUCTION COMPANY
Pelican Bay Maintenance Facility
RCO 005 RCO-Ver 4-Additional shower plumbing fixtures
2/9/2025
?",' ., . 4 ,».- as rg"'rl°4-. ,_,'" sw+'``,n: r'_`?^a' 4' ' t,,0-r,rxM°, W >a �"-, h '"";'`,. R' 'fir * sx fit' k 1W,
Project Name: Pelican Bay New Maintenance Facility
CC PM Name: Brian Mondgock HCC Job No. 2318
Address: 6200 Watergate Way Job Name: PBMF
Naples Florida
POtf 4500229441 Cost Code: Multiple-See below and Attached
DESCRIPTION
SCOPE OF WORK: Additional Plumbing following RFI 8009 CC Budget
Summary
This change as a a result of the RFI 009 from Stafford engineering is for additional plumbing fixtures at the
restroorn showers.These auxiliary shower fixtures were not on the approved plumbing drawings,approved
submittal package or clarified during bidding.If this change order is not processed,Collier County will not have
shower diverters,slide bar or handheld shower wands
SCOPE OF WORK:Furnish and install(2)Moen T8343 three function commercial shower system.
"Quote includes backing for plumber provided and installed slide bar.
"Shower drain to remain as initially submitted and approved.
1 15000 $1,085.00
2 General Conditions-See attached 1000 $455.00
Subtotal $1,540.00
Builders Risk $0.00
General Contractors OH&P 10% $154.00
TOTAL $1,694.00
Date: Project Manager:°N.claee F2ucial"'i
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ieatherw41'. Pelican Bay Maintenance Facility iV °
: 3 0 Estimate.•RFI 9-Vor 4-Additionai:.s pr:_plumbing fixtures
Code Description Qty Unit Change NOTES
01000 General Conditions To
tclafalfaMtiFiefEllr
� $ 110.00 $ 330.00 i •• '•- 3 `-.`.w�`"."; .r
Admen 2 $ 02.50 $ 126.00
Furnish and install(2)Moen T8343 three(unction
commercial shower s stem. _-_- $ 1,086.00
MOM
SUBTOTAL_- $ 1 640.00
Builders Risk Insurance $ -
GC Fee 10%per contract $ 1sa.00
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Building Contractor CBC:'1.2623 i '1 iL fir l i
Electrical Cor tractor ECI3010936 irL 11
Plumbing Contractor Cf:14 30250
Roofing C:ontractar CCC'133 1681 CON .T R ACTING`
Contractor: Heatherwood Construction Proposal Date: 2/7/2025
Project: Pelican Bay Maintenance Building Change Order#1
6200 Watergate Way
Naples, FL 34108
Plumbing Proposal
SCOPE OF WORK: Furnish and install (2) Moen T8343 three function commercial shower system.
*Quote includes backing for plumber provided and installed slide bar.
*Shower drain to remain as initially submitted and approved.
EXCLUSIONS:
*Permit& engineering fees.
*Grab bars, seats and other ADA shower accessories to be provided and installed by others.
TOTAL BID: $1,085
This proposal is valid for 30 days. After that time, it could be subject to changes in material and labor costs
increases. Should there be extensive delays after the contract is awarded due to circumstances outside of our
control this proposal may also be subject to a cost increase.
This proposal constitutes the entire understanding between the parties engaged in this agreement, All
alterations to this agreement must be in writing and executed by an authorized representative for each party.
Upon execution this proposal will constitute a valid and binding agreement between the parties
Approval Signature:
Titan Contracting LLC., 2558 Fourth St, Fort Myers, FL. 33901
www.YourTitanTeam.com 1239.689,5060 (PHONE) 1239.791 .8225 (FAX)
FACILITIES MANAGEMENT DIVISION 16 F 1
WORK DIRECTIVE CHANGE
Pelican Bay New Maintenance Fac.
CONTRACT: #23-8096 CHANGE: #4—Color Match, Coiling Doors to
PROJECT NAME: Pelican Bay New Maintenance Fac. Roof Panels
DATE OF ISSUANCE: 2/14/2025
PO#4500229441 EFFECTIVE DATE: 2/14/25
OWNER: Collier County Board of Commissioners
PROJECT NUMBER: 50211
CONTRACTOR: Heatherwood Construction
ENGINEER/DESIGN PROFESSIONAL:
Davidson Engineering
You are directed to proceed promptly with the following change(s):
This request is to paint the proposed coiling doors green in an RAL color(RAL6028). This color will match the
green color specified for the roof panels as requested by PBSD. This custom green color is an upgrade from the
standard coiling door colors.
If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a
Change Order based thereon will involve one or more of the following methods of determining the effect of the
changes(s).
Method of determining change in Contract Price: Method of determining change in Contract Times:
Unit Prices ❑ Contractor's records
®Time and Material Not to Exceed (T&MNTE) ❑ Engineer's record
Other Other
Estimated increase (decrease) in Contract Price Estimated change in Contract Time:
$32,002.85 Increase or decrease by-o-calendar days.
RECOMMENDED: AUTHORIZED:
DI9„Y9r signed by lee oe.id.an,a.E.
ON.GUS.E.Ieei2Orddsonengineednp con
0,Doldson Enelneennd.Inc".CNaee Dlgllally signed by Mondgock8rian
D.Hde4n.P E" Mon d g('�oc k B r i a n
NIL
Nis document `,J' Date:2025.02.14 92:54:54-05'00'
-.. Orb:2025 02.14 12'.37.09.05'00'
By: Engineer of Record By: Brian Mondgock, PMP Project Manager 11
Lee Davidson Owner's Representative: Facilities Management
C/tO
1 6 F 1
heatherw:ri'8d
CONSTE I JO r10N COM PAN y
HEATHERWOOD CONSTRUCTION COMPANY
Pelican Bay Maintenance Facility
RCO 004-Ver 4-Color Match to roof panels on Coiling doors
2/9/2025
Project Name: Pelican Bay New Maintenance Facility
:C PM Name: Brian Mondgock HCC Job No. 2318
Address: 6200 Watergate Way Job Name: PBMF
Naples Florida
P011 4500229441 Cost Code: Multiple-See below and Attached
DESCRIPTION
SCOPE OF WORK: Upgrade finish on all Coiling doors to RAL color CC Budget
Summary
This change is a result of the Instructions recieved during the submittal process that the coiling door color would need to match the roof color.The roof color was
selected as a classic green from sentri-clad.The matching green In a RAL color Is RAL6028.This is an upgrade from the standard colors provided by the specified
manufacturer Wayne Dalton of Grey,White,Beige and Brown.Per drawing T2.2 Specification 083323-Overhead Coiling doors Section 2.2/A"Finish"the required
finish on the doors are to be"shop coat of rust inhibitive primer on non-galvanized surfaces and operating mechlnisms"and not the full range of RAL colors that are
considered available option.There are 13 coiling doors that are being requested to match the selected Classic Gees roof panel,If this change order is not accepted or
1 work directive Issued,the doors order will be delays and a standard factory gray finish on these doors will be provided.
2 RAL6028 paint color selected from the Orylac chart to match roof panels 8000 $28,756.00
3 General Conditions-See attached 1000 $337,50
•
Subtotal $29,093.50
Builders Risk $0.00
General Contractors OH&P 10% $2,909.35
TOTAL $32,002.85
�y/�,�/-�,f
Date: Project Manager:7tiGlaee EVairde
Owner:
I'.
I. 6 F I
RCO 004.070.011414.411A3
Code Description Gay Unit Change NOTES
01000 General Conditions To
4trWiStbiN41 to'till'I.
Project Manager 2,5 $ 110.00 $ 278.00
Superintendent 0 $ 96.00 S -
General Superintendent 0 110,0D $ •
GL Insurance $ •
Admin 1 $ 62.50 62.60
' 1•
_ -'--
Upgrade to a standard RAL color selection
SUBTOTAL $ 29,093.60
Builders Risk Insurance s -
GC Fee lo%per contract $ 2,009.36
MgRi -?7:2;;Itilrfr- -
16F1
WayneWayne-Dalton
Dalton, P. O. Box67
Mt, Hope, OH 44660
GARAGE DOORS Phone: 800-827-3667(DOOR)
Fax: 330-763-8042
www.Wayne-Dafton.corn
February 9, 2025
RE: Wayne Dalton Rolling Steel Service Doors
Subject: Color Availability
To whom it may concern,
Please be advised Wayne Dalton rolling steel doors' standard finishes are gray, white, beige,
and brown.
We also offer just under 200 RAL finishes at an additional cost.
Please feel free to contact me if you have any further concerns or questions.
Best Regards:
Bryan J. Foutz
Eastern Regional Commercial Sales Manager
Wayne Dalton a division of Overhead Door Corp.
{ (M) 404-670-8179
bfoutz(a�wayne-dalton.com
The Genuine.'Phe Original.
Overhead Door Corporation Tom, - " i111
A Subsidiary of Sanwa Holdings Corporation �o " ° 1 l Hopp \Tonca)
CS°
16F 4
D&D GARAGE DOORS, INC. D eaRATGp
Commercial Division &
1177 Cattlemen Road DOORS
Sarasota, FL 34232
Telephone: 941-371-7242 Fax: 941-377-2979 soo,sFc
•
To: Heatherwood Construction Co. JOB location:
8880 Terrene Ct.
Bonita Springs, Fl. 34135 Pelican Bay Maintenance Facility
Michael Brunoli (239) 427-6017 6200 Watergate Way
mpb@heatherwoodconstruction.com Naples, Fl. 34108
CHANGE ORDER REQUEST
Adder for Standard RAL Powder Coating Finish as selected from the Tiger— Drylac chart of standard
colors $ 28,756.00.
•
We hereby propose to complete in accordance with above specification, for the sum of$
Signature Date: 2/9/25
Chuck Price/Commercial Division
Terms and Conditions
Prices are subject to change if not accepted in 30 days. Prices are subject to change if job site delivery of material
ordered is not completed in 90 days from acceptance date. In the event the purchaser breaches or defaults under the
terms of provisions of this agreement, the purchaser shall be responsible for the costs of collection, including reasonable
attorney's fees. The seller shall be entitled to full and final payment on the purchase order. There shall be a 1-'/4 percent
service charge for all payments due and owing after 30 days. (Agreements are contingent upon accidents or delays
beyond our control.)
Acceptance: Terms, price, and specifications on this proposal are hereby accepted and authorized.
Purchaser:
Signature: Title Date
is
C'AO
16F1
FACILITIES MANAGEMENT DIVISION
WORK DIRECTIVE CHANGE
Pelican Bay New Maintenance Fac.
CONTRACT: #23- 8096 CHANGE: #5— Existing Sanitary Lateral Repair
PROJECT NAME: Pelican Bay New Maintenance Fac,
DATE OF ISSUANCE: 2/14/2025 EFFECTIVE DATE: 2/14/25
PO#4500229441
OWNER: Collier County Board of Commissioners PROJECT NUMBER: 50211
CONTRACTOR: Heatherwood Construction ENGINEER/DESIGN PROFESSIONAL:
Davidson Engineering
You are directed to proceed promptly with the following change(s):
Repair& level 33'of existing sanitary lateral line as needed to make fully functional and ready to tie into
remainder of the sanitary system.
If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a
Change Order based thereon will involve one or more of the following methods of determining the effect of the
changes(s).
Method of determining change in Contract Price: Method of determining change in Contract Times:
❑Unit Prices ❑ Contractor's records
®Time and Material Not to Exceed (T&MNTE) ❑ Engineer's record
❑ ❑
Other Other
Estimated increase (decrease) in Contract Price Estimated change in Contract Time:
$1 1,491.70 Increase or decrease by-o-calendar days.
RECOMMENDED: AUTHORIZED:
i QG.Uh stntd by L..o.4.on.P E.
Du o•us. Digitally signed by
/ EN..®d.Nd.oMrgine.rbq.com,
MondgockBrian Date 2 25Brian
Dindwn,P.E'
4742'i Cau m.ds, " Date:2025.02.14 12:55;17
o.,2O2 z.i.ixi�aeosnD •05'00'
{ By: Engineer of Record By: Brian Mondgock, PMP Project Manager II
Lee Davidson Owner's Representative: Facilities Management
CAC)
1 6 F 1
heatherwro''+ d
cbV RUcnoNcoi'Nv48j';
tr HEATHERWOOD CONSTRUCTION COMPANY
Pelican Bay Maintenance Facility
RCO 002-Ver 6- Existing Sanitary lateral repairs
2/9/2025
Project Name: Pelican Bay New Maintenance Facility
CC PM Name:Brian Mondgock HCC Job No, 2318
Address: 6200 Watergate Way Job Name: PBMF
Naples Florida
PO9 4500229441 Cost Code: Multiple-See below and Attached
DESCRIPTION
SCOPE OF WORK: Repairs to existing Sanitarty Lateral CC Budget
Summary
This change Is a a result of contractors inspection of the existing sewer lateral as required by the contract documents prior to commencing construction.This change and
the supporting documentation Including the sewer camera video as well as Davidson Engineering response to the submittal 033;this change proposal Is submitted
formally for Collier County review.Video evidence and supporting documentation of the appearent dip in the sanitary lateral line must be repaired prior to making
sanitary connection for the new facilities.
Although,the exploration and documentation of the condition of the lateral Is required by the contract,any subsequent repairs are not.If this change order is not
processed,Collier County will need to perform the work under Its own forces.If this UG conduit work and the FPI relocation is not complete,the NE corner of the
1 maintenance building and parking lot cannot be completed.
2 Field repairs to level 33"of existing sanitary lateral line-Subcontracted with Haskins 2000 $8,767.00
3 Private GPR locates required prior to excavation-Subcontracted with Earthview 2000 $760.00
4 General Conditions•See attached 1000 $920,00
Subtotal $10,447,00
Builders Risk $0.00
General Contractors OH&P 10% $1,044.70
�
TOTAL $11,491.70
Date: Project Manager: itee t evotoei,
C Nei
1 6 F
a Wafkoilitsr
heather w • f.15 • '
Code Description Qty Unit Change NOTES
01000 General Conditions To
Ilk41'hi h,
Project Manager 6 $ 110.00 $ 550.00
Superintendent 2 $ 96.00 $ 190.00
General Superintendent 0.6 $ 110.00 $ 66.00
CL Insurance $
Admin 2 $ 02,50 $ 125.00
1 ,
Earth View $ 760.00 GPP ocr
Haskins
SUBTOTAL $ 10,447.00
Builders Risk Insurance
GC Fee 10%per contract 1,044.70
___:s rf.-4,.-.1i5:-1.4',.afillaltLijoirszoY`tm.4::m723-eg.t.t.:33sK,.,:i-t_Pofzfr.)
® 3494 Shearwater Street 1 b F
® EEARTHVIEW
FL 34117
Phone: 239.435,7200
Fax:239.43.5.7202
Serv. Site: Pelican Bay Maintenance Facility Customer: Heatherwood Construction Company
Address: 6200 Watergate Way Address: 8880 Terrene Court, #101
Naples, FL 34108 US Bonita Springs, FL 34135 US
Req. By: Michael Brunoli On: 2/7/2025 Contact: Michael Brunoli
Phone: 239.427,6017 Phone: 239.427.6017
Description:
Scope 1: Ground Penetrating Radar and Electromagnetic locating will be used to locate utilities for directional
bore in marked area per print supplied by customer, see appendix A. Reporting is limited to paint and
flag findings In field.
Upon customer's request, additional reporting can be supplied at an additional cost with advanced
notice before signing proposal. Additional reporting consists of Google Earth diagram. Diagram is not
survey grade.
Utility Locating billed at time and material with a 4-hour minimum required per trip,
Any additional hours will be billed at stated T&M rate.
Our services are provided"As is."We make no representation or warranty of any kind.
SERVICE '";4*:if 'W,: "-akft" FtAAE UNIT UM TOE
Utility Locating with Ground Penetrating Radar(Per Hour) 190.00 4.00 HRS 760.00
ESTIMATE
Plsctalmer
Locating underground utilities is not an exact science.Therefore,Earth View,LLC("EV")expresses no guarantees that using one of any of the available technologies for
identifying utilities/structures will identify BE utilities/structures and/or meet the objective of each individual project.By authorizing,it is understood that limitations
within the available technology,the complexity of site conditions and circumstances beyond the control of EV may limit the performance/results ofthe EV services.The
services provided by EV shall he performed in accordance with generally accepted professional practices as related to nature of services performed,EV cannot guarantee
that all utilities within any given survey area will be identified as a result of inherent limitations with the technology and existing site conditions.The Project Owner and
any of its subcontractors shall hold harmless and indemnify EV against any and all losses as a result of inability to locate or mislocate due to limitations within the
available technology,the complexity of site conditions and circumstances beyond its control. Hand digging is required in all situations when excavating within 24"of
Earth View,LLC markings.
Customer Name(Print) Customer Signature Date
Juvenal Galue 94w-ettaltlakz 2/7/2025
EV Name (Print) EV Signa Date
Page 1 of 1 Quote:1921
16F1
Heavy Utility Construction Serving S.W.Florida for aver 30 years
Haskins Inc.
10956 Enterprise Ave.
Bonito Springs, FL 34135
Ph.239.947-1846
Fax.239-947-3857
Water,Sewer Drainage,Excavation
Proposal Date: 2/7/2025 Old Title: POMF Change orders 4
Submitted To: Heatherwood Construction Project Location: Naples,FL
Engineer:
Plan Date:
Contact:
Estimated
Item Description Unit Quantity Unit Price Total
Pelican Bay Maintenance Facility
Change Order H 4
I `Repair Dip is Sewer lateral 1 IS 1 1 $ 8,767.00 $ 8,767.00
Subtotal S 8,767.00
Accepted:
By: Haskins Inc.
Date: Date:
•
9, a
16F1
FACILITIES MANAGEMENT DIVISION
WORK DIRECTIVE CHANGE
Pelican Bay New Maintenance Fac.
CONTRACT: #23-8096 CHANGE: #6—Drainage Utility Plan Changes
PROJECT NAME: Pelican Bay New Maintenance Fac.
DATE OF ISSUANCE: 2/21/2025 EFFECTIVE DATE: 2/21/2025
PO#4500229441
OWNER: Collier County Board of Commissioners PROJECT NUMBER: 50211
CONTRACTOR: Hcatherwood Construction ENGINEER/DESIGN PROFESSIONAL:
Davidson Engineering
You are directed to proceed promptly with the following change(s):
This request provides the contractor with additional funds to address multiple existing utility conflicts with the
proposed drainage infrastructure installation, order additional drainage structures needed to reroute proposed
drainage pipes around discovered utility conflicts,and perform additional exploratory work to identify and resolve
conflicts before installation.
If a claim is made that the above change(s)have affected Contract Price or Contract Times any claim for a
Change Order based thereon will involve one or more of the following methods of determining the effect of the
changes(s).
Method of determining change in Contract Price: Method of determining change in Contract Times:
Unit Prices ❑ Contractor's records
IZITime and Material Not to Exceed (T&MNTE) ❑ Engineer's record
Other Other
Estimated increase(decrease) in Contract Price Estimated change in Contract Time:
$158,633.32 Increase or decrease by-o-calendar days.
RECOMMENDED: AUTHORIZED:
Dlpta5y signed by Lee David.on,P.E. Digitally signedby
051:C.us, g' y
EN<eed.Hd.en.n�n..dn,.<om, MondgockBrlan
D.•Da la Enan..dna Inc•,cN."Le. M O n d g o c k B r i a n Date:2 2k5.02.28 10:52:02
Davidson,P,E"
Reason:I am approving mi.dooum.nl -05'00'
0a1e'2025.02.21 13 2):10-45'00'
By: Engineer of Record By: Brian Mondgock,PMP Project Manager II
Lee Davidson Owner's Representative: Facilities Management CAO
1 6 FIffl
PA EM HERTHERWOO❑
HEATHERWOOD CONSTRUCTION COMPANY
Pelican Bay Maintenance Facility
RCO 0013-Ver 3-Utility Plan Changes
3/10/2025
Project Name: Pelican Bay New Maintenance Facility
CC PM Name: Brian Mondgock HCC Job No. 2318
Address:6200 Watergate Way Job Name: PBMF
Naples Florida
POI)4500229441 Cost Code: Multiple-See below and Attached
DESCRIPTION
SCOPE OF WORK: Revised Utility Plans C-21.00 Dated 11.18.24 CC Budget
Summary
Following the submittal process for underground drainage structures,underground utility installation started.From the start of excavation,
the abundance of existing and undocumented utililties on the property would prevent installation of designed and bid and drainage system.
To identify existing unknown utilities and conflicts,Heatherwood commissioned the the potholling at all of the proposed storm drainage
structures and provided Davidson Engineering an as-built survey of existing conditions and conflicts that were discovered so a system
redesign could be developed by Davidson.The redesigned storm system adjusted pipe,locations and either modified or replaced storm
structures previously approved and purchased.
The following detailed request for change,accounts for the drainage structures that require modification,replacement or relocation as a
result of the redesign and made part of this change order request detailed as C21.00"Master Drainage Plan"dated 11.18.24.
1 Underground Locates 2000 $760.00
2 Underground Site Utilities•Equipment 2000 $70,875.00
3 Underground Site Utilities-Labor 2000 $52,700.00
4 Underground Site Utilities-Material 2000 $15,231,60
5 General Conditions-See attached 1000 $2,430.00
Subtotal $141,996.60
General Contractors OH&P 10% $14,199.66
Haskins Markup $1,523.16
Haskins Tax $913.90
TOTAL $158,633.32
Date: Project Manager:WeiG4a.tre srtttatoe
16F1
j j y
� HEATHERWOC]O a 42 p qq� lly 1 �T r(.�•jy ''a f �w ar a n}�?
6ei ® <...,.,... Jr,7 ;`�Y f•! f{� 4A1'
Code Description Qty Unit Change NOTES
01000 General Conditions To
�..
� _
Project Manager 8 $ 110.00 $ 800.00
Superintendent 0 $ 95.00 $ •
General Superintendent 0 $ 110.00 $ •
GL Insurance $ 1,425.00
Admin 2 $ 82.50 $ 125.00
(hit
Underground Locales _ $ 760.00 I day
Site Utilities Equipment S 70,875.00 seranachaepaaaupanamp,kac.,n
Site Utilities labor $ 5$700.00 Sae auacerd aackup and Brea kaorvn
Site Utilities Materiel S 15,201.80 See coached 6acaup ane Breakdown
SUBTOTAL $ 141,996.60
GC Fee 10%per contract S 14,199.86
Haskins Markup S 1,523.16
Haskins Tax $ 913.90
,y
fro "3?S-a.a...::141:h' -..TEIM ASES.a ., .a. £Lr.^a.k...cc. .rz t*l Le �_ fir.'.'_..
Ij
4{f
1
3494 Shearwater Street L
4/® Naples, FL 34117
Phone: 239,435.7200
EARTHVI LW Fax:239.435,7202
Serv. Site: Pelican Bay Maintenance Facility Customer: Heatherwood Construction Company
Address: 6200 Watergate Way Address: 8880 Terrene Court, #101
Naples, FL 34108 US Bonita Springs, FL 34135 US
Req. By: Michael Brunoli On: 2/21/2025 Contact: Michael Brunoli
Phone: 239.427.6017 Phone: 239,427.6017
Description:
Scope 1: Ground Penetrating Radar and Electromagnetic locating will be used to locate utilities for directional
bore in marked area per print supplied by customer, see appendix A. Reporting is limited to paint and
flag findings in field.
Upon customer's request, additional reporting can be supplied at an additional cost with advanced
notice before signing proposal. Additional reporting consists of Google Earth diagram, Diagram is not
survey grade.
Utility Locating billed at time and material with a 4-hour minimum required per trip.
Any additional hours will be billed at stated T&M rate.
Our services are provided"As is."We make no representation or warranty of any kind.
SERVICE '� " {���x p� �+ �yyy}�{{.r�n'�{� •�
2,4A
Utility Locating with Ground Penetrating Radar(Per Hour) 190.00 4.00 HRS 760.00
� '< 'r .. ESTIMATE ` 1 - t t + ,
Disclaimer
Locating underground utilities is not an exact science.Therefore,Earth View,LLC("EV")expresses no guarantees that using one of any of the available technologies for
identifying utilities/structures will identify gjj utilities/structures and/or meet the objective of each individual project.By authorizing,it is understood that limitations
within the available technology,the complexity of site conditions and circumstances beyond the control of EV may limit the performance/results of the EV services.The
services provided by EV shall he performed in accordance with generally accepted professional practices as related to nature of services performed.EV cannot guarantee
that all utilities within any given survey area will be identified as a result of inherent limitations with the technology and existing site conditions.The Project Owner and
any of its subcontractors shall hold harmless and indemnify EV against any and all losses as a result of inability to locate or n»slocate clue to limitations within the
available technology,the complexity of site conditions and circumstances beyond its control. Hand digging is required in all situations when excavating within 24"of
Earth View,LLC markings.
Customer Name (Print) Customer Signature Date
is
Juvenal Galue �i
e C2�ct� 2/21/2025
EV Name(Print) EV Signa re Date
is Page 1 of 1 Quote:1921
•
16 F 1
h C�rue+en�Iliay HASKINS IfVC
1 p^■i 10900 Enlorprisn Avnuun• Bonita RDrinL3 .FL 34135 PH.(239)047 1840 ...FAX(239)947.3867
•
•
BILLED TO: Hoatharwood n P.O.N:
INVOICE p: 27p1/2028' - COMMENCEMENT DATE:
INVOICE OATS: BATE A TIME CALL REC'VD
WORK ORDER it: COMPLETION GATE:
Order and Install new strueturas par redeaIgn that was Flooded to evold PROJECT NAME:
DESCRIPTION OF WORK ma(or unforeseen oonflels.Addlilonal lime Io modify struamures per
PERFORMED: redesign end to deflect multiple coRlcle Mat ware discovered during
oxploratory efforts Including ntulllipla duct banks at sirucluro location and
In nip,tune.
•
• ETND IIRS IDL! IDLE HR9 ETAMM AFTER
EQUIPMENT DESCRIPTION UNIT OTT STND UNIT UNIT TOTAL LABOR DESCRIPTION NUMBER pD STIR)HRS. HAS AFTER HRS. TOTAL
HRS PRICE HRS PRICE OF MEN HRS.IMA UNIT PRICE OH/ UNIT PRICE
N MAN
45 TN EXCAVATOR HR $ 276,00 $ 137,50 $ PROJECT MANAGER 10 I$ 110,00 $ . 165,00 $ 1,100,00
40 TN EXCAVATOR WI HAMMER HR_ ,$ 200.00 $ 140.00 3 - SUPERINTENDENT 40 $ 90.00 $ 135,00 5 3,600,00
251N EXCAVATOR HR I 150 $ 185.00 $ 82.50 $27,750.00 FOREMAN 150 S 76.00 $ 112.50 511,260,00
MIDI EXCAVATOR HR $ 140,00 $ 70,00 $ EQUIPMENT OPERATOR 150 5 70.00 ,$ 105.00 $10,500.00
MINI EXCAVATOR HR $ 130.00 $ 65.00 3 PIPE LAYER 150 S 65.00•_ $ 97.50 $ 9,760.00
MINI EXCAVATOR WIHAMMER HR $ 150,00 $ 75,00 3 • PIPE LAYER 150 5 65.00 $ 97.50 $ 9,750.00
RUEBER TIRE DACKHOE HR $ 110.00 $ 55.00 3 - J PIPE LAYER 3 85.00 5 97,50 $
•
20 TN LOADER HR 5 185.00 1 92,50 5 - LABORER 160 I$ 45.00 5.. 67.60 5 6,750.00
15 TN LOADER HR 5 150.00 $ 75.00 3 • LABOR SUBTOTAL: -- $52,71107K1
6 TN LOADER HR 5 115.00 1 57,50 5 •
BOX BLADE HR 3 95.00 3 47.50 S -
TRACK SKID STEER IrR $ 95,00 $ 47,50 5 • MATERIALS INCLUDING 10%MARK UP
15,000 LB DOZER HR $ 110.00 S 55.00 3 - MATERIALS DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL
35,000 LB DOZER HR $ 130.00 65,00 $ . STR•11).5 1 EA 53,133.79 3 1,133,79
MOTOR GRADER(SMALL) HR $ 110,00 55.00 $ • STR•106 1 EA $2,334 55__. 3 2,334.45
MOTOR GRADER(LARGE) H, $ 126,00 62,50 $ - STR•109 1 EA 53,470,96 $ 3.472,95,
PAVER(SMALL) HR _ $ 106,00 52,50,$ • STR•1 H I EA 51,045,46 $ 1,045,45
ASPHALT MILLING MACHINE HR $ 375,00 167.50 5 • STR•112 I EA $2.209.65 $ 2,269.65
$TON VIBRATORY ROLLER HR $ 45.00 22.50 $ • 3TR•113 I EA $2,977.31 $ 2,977,31
$TON VIBRATORY ROLLER HR $ 55.00_ 27.50 $ $
1-TON ASPHALT ROLLER HR 5 45.00 22.50 $ •
7.70)4 ASPHALT ROLLER HIT $ 55.00 27.50 S - 3 •
DUMP TRUCK HR $ 125,00 82.SU 5 SubTaUl $152.71,60
ROLL OFF TRUCK HR $ 135,00 67.50 5 • lOS $ 1,523,16
•
LOWBOY TRACTOR HR $ 145,00 72,50 $ • TeX $ 913,90
21/2 TON FLATBED HR 5 85,00 $2,50 3 • Fuel Surcharge $
•
ROCK CRUSHER HR $ 290.00 145.00 S • Frol9hl $
•
SCREENER PLANT HR $ 270,00 135.00 $ - TOTAL: $17,868.66
SOIL STABILIZER HR , 5 235.00 117,50 $ •
STREET SWEEPER HR 5 50,00 25,00 S • t
LIGHT PLANT HR $ 20,00 $ 10,00 5 SUBCONTRACTORS INCLUDING 15%MARK UP
VACCUM TRUCK HR $ 200.00 $ 100.00 $ SUBCONTRACTORS QUANTITY UNIT UNIT PRICE TOTAL
VACCUM WAGON HR $ 85.0D $ 42.50 5 • $PUMPER TRUCK HR $ 300.00 $ 150.00 S $ •
WATER TRUCK HR $ 125,00 5 82,50 5 • S •
MOT•BARRIER WALL(EA.) HR $ 3,00,, $ 1.50 $ • $ •
MOT•BARRELL(EA) HR $ 1 75 9 0.63 $ •
$ •
MOT•CONES WA,) HR 5 0,50 $ 025 3 • $ •
MOT•SIGNS(EA) HR 5 1,00 $ 0,50 $ • $ •
2DCY DUMPSTER EA $ 476,00 $ 237,60 $ 9 •
3"HYDRAULIC PUMP HR $ 66,00 $ 27,50 5 • $
4"HYDRAULIC RUMP HR I 126 S 65,00 $ 32.50 $ 8,125,00 '$
6"HYDRAULIC PUMP HR $ 75.00 $ 07,60 S Subrulel
$ '
6"HYDRAULIC PUMP HR
$ 05.00 $ 42,50 3 % $
ID"HYDRAULIC PUMP Nq S 105.00 $ 52,50 3 - Texee S •
WELL ORILUNG RIG HR $ 225.00 $ 112.50 S TOTAL: $ •
WELL POINT SYSTEM HR I 125 $ 250.00 $ 125,00 5 31,250,00
6"VACUUM PUMP HR $ 50.00 $ 25,00 3
S"VACUUM PUMP HR 5 70.00 5 35.0P $
2"ELECTRIC PUMP HR $ 15.00 5 7.50 $ •
PLATE COMPACTOR HR $ 20,00 $ 10.00 $ '
TRENCH PDX IIR $ 40.00 1 20.Do $ -
PICK-UP TRUCK WI TOOLS HR I 150 5 25.00 4 12.50 5 3,700.00
EQUIPMENT SUBTOTAL; S 70,875.00
TOTAL DUE: $141,243.66
Actual Was and material will vay but are not l0 exceed Ilse total duo.
Addlllonat(lore requested as follows.
Working time per this Grange Ole 18 days
lime lost duo to redesign and
approval 170 days
Time loges re008000d
SmlCulures built once epprowd, 35 days
Total time eeslcialed w!This CO. 223 days
16F1
PRODUCTSP.O.Box 2447 QUOTE
FOLEY Columbus, GA 31902 Quote#:25-10073
COMPANY Phone: (770) 251.0296
Fax: (770)254-2223 Order Date: 1/3/2025
BidDate: 2/21/2025
QUOTE.
Quote#: 25.10073 Terms: NET 30 DAYS
Order Data: 113/2025
Bill to: Haskins Inc. Delivery to: PELICAN BAY-NEW PBSD MAINTENANCE FACILI
10956 Enterprise Ave.
Bonita Springs,FL 34135 NAPLES,FL
Contact: !Janet Arriela Project Manager:
Phone: (239)947-1846 Fax: Phone: Fax:
Customer ID: F63158 PO: ShipVia: Sales Rep: KAM
FL.CI.TYPE-9 INLET
Structure
Structure ID Structure Type Weight Height Qty Unit Price Price/Average Notes
STR-101 Curb Inlet 48", 6,279 3,58' 1 $2,077,85
STR-106 Curb Inlet 48" 7,588 5.09' 1 $2,334,45
STR-102 Curb-Inlet Type C-(Type-9) 6,320 5.44' 1 $2,178,89
$2,197,06 $6,591.19
FL.CI.VGI
Structure
Structure ID Structure Type Weight Height Qty Unit Price Price/Average Notes
STR-4-14 VGI-Double 13,-297 8,-52' 1 $3r750,-7-1
$3,750.7-1 $3,750,71
FL.DI/GI
Structure
Structure ID Structure Type Weight Height Qty Unit Price Price/Average Notes
STR-118 Grate-inlet 1,5'--x-1,25': 2,280 2,45' 1 $558,90
STR-1-19 Grate-Inlet-l-.5--x--1,25' 1,976 1,91' 1. $498.20
$528.55 $1,057,10
FL.DI/GLFDOT-C TR
Structure
Structure ID Structure Type Weight Height Qty Unit Price PricelAverage Notes
STR-103 FDOT TYPEC-TRAFFIC.F/G INLET 7,861 7.1' 1 $2,433.85
STR-108 FDOTTYPE-C.TRAFFIC-F/Q-INLET 5,743 4,75! 1. $1,984,85
STR--110 FDOT-TYPE-C.-TRAFFIC-FIG.INLET 5,789 4,8! .1 $1,994,40
STR-111 FDOT TYPE C TRAFFIC F/G INLET 1,312 -0.5' 1 $1,045.45
$1,864.64 $7,458.55
FL.DI/GLFDOT-D NT
Structure
Structure ID Structure Type Weight Height Qty Unit Price Price/Average Notes
STR-146 Control Struoturo.(Modifiod-D lvi CMP 8,087 5,6' 1 $2,800,71
Baffle)
STR-115 FDOTTYPE—D-INLET 7-r777 4,5! 1 $2,196,87
STR-117 FOOT-TYPED-INLET 7,777 4..5' 1 $2,196.87
-. $2,401,15 $7,203.45
Friday,February 7,2025 02:06 PM Page 2 of 4
16 F 1
f�RODUC-r P.O, Box 2447 QUOTE
F LEY / Columbus, GA 31902
Quote #:25-10073
COMPAN) Phone: (770)251.0296
Fax (770)254 2223 Order Date: 1/3/2025
BidDate: 2/21/2025• •cc. rr,eii ai '2 - tX k ;a 1' ,1 QUOTE
FL.DI/GI.FDOT-D TR
Structure
structure ID Structure Type Weight Height Qty Unit Price Price/Average Notes
STR-113 FDOT TYPED TRAFFIC INLET 8,896 5.26' 1 $2,977.31
$2,977.31 $2,977.31
FL.JB
Structure
Structure ID Structure Type Weight Height Qty Unit Price Price/Average Notes
STR-105 Custom Box VT3K 12,253 7.45' 1 $3,133.79
STR-109 Custom Box VT3K 13,721 8.69' 1 $3,470.95
STR-104 JunctIon Box 48 8,458 7.89' 1 $2,004,54
STR-112 Junction Box 48" 9,810 9.45' 1 $2,269.65
$2,719.73 $10,878,93
PIPE
Structure
Structure IDStructure Type Weight Height Qty Unit PricePrice/Average Notes
18,3
$19,760,00
1838 18"Class 3.Concrete Pipe B-Wall Solid 1480 608 $32.50 $19,760,00
(8'Section)
18G 18"-Pipe Gasket 0 76 $0.00 $0,00
24,3
$16;128,00
24G 24'-'-Pipe-Gasket 0 40 $0.00 $0.00
2438 24"-Class3-Concrete-Pipe-B-Wall-Solid 2200 320 $50,40 $16,128.00
(8'Section)
30,3
$37,673,60
30G 30''.Pipe.Gasket 0 64 $0,00 $0,00
3038 30''-Class-3-Concrete-Pipe-B-Wail-Solid 3160 488 $77.20 $37,673.60
(8'Section)
LUBE $209,00
LUBE Pipe Luba 0 19 $11.00 $209,00
1612 $18,442.65 $73,-770.80
Total $113,687,84
Applicable taxes will be applied at time of sale.
Job Notes:
(1) This quotation Is only valid 1n Its entirety. Partial acceptance of this quotation is subject to an increase in
pricing.
Friday,February 7,2025 02:06 PM Page 3 of 4