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Backup Documents 04/22/2025 Item #16C6 ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP 16 C 6 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. **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 thrc ugh#2,complete the checklist,and forward to he County Attorney Office. Route to Addressee(s) (List in routing order) Office Initials Date l. 2. 3. County Attorney Office County Attorney Office VAO:S 4. BCC Office Board of County Commissioners Cf,7 N3/s/ 5. Minutes and Records Clerk of Court's Office ( 41 Z�r cSit zS PRIMARY CONTACT INFORMATION I'( I 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 Corinne Trtan Phone Number 239-252-4233 Contact/ Department Agenda Date Item was 4/22/2025 Agenda Item Number 16 C 6 Approved by the BCC Type of Document Number of Original Attached Change Order 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) I. Does the document require the chairman's original signature? CT 2. Does the document need to be sent to another agency for additional signatures? If yes, provide the Contact Information (Name;Agency; Address; Phone)on an attached sheet. NA 3. Original document has been signed/initialed for legal sufficiency. (All documents to be CT signed by 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's NA 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 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 document was approved by the BCC on 4/22/25 and all changes made during N/A is the meeting have been incorporated in the attached document. The County CT aitoti Attorney's Office has reviewed the changes, if applicable. ttatsfit , 9. Initials of attorney verifying that the attached document is the version approved by the N �.„ BCC,all changes directed by the BCC have been made,and the document is ready for the CT tKlig Chairman's signature. th i, rR r.r__._r n_.......r._._r nor•.,.�__r r._:_:.._r r.__..._._..._n....:__oc_ nmm n_:_:...r n m nn n_..:_.� r n�ne n_..:__��nn ne.n.,..:_.a r r nnnl. 16C6 cot p County Procurement Services Change Order Form ®Contract Modification 0 Work Order Modification ❑Amendment Contract#: 18-7474 Change#: 16 Purchase Order#: 4500194995 Project#: 70194 Contractor/Firm Name: Mitchell&Stark Construction Co. Project Name: Design Build of NESA interim WWTP,Tanks,etc. Project Manager Name; Benjamin Bullert Department: EMI] Original Contract/Work Order Amount $ 77,653,700,00 3/12/19, 11B Original BCC Approval Date;Agenda Item # Current BCC Approved Amount $ 77,653,700.00'1 3/26/24. 11 D Last BCC Approval Date;Agenda Item# Current Contract/Work Order Amount $ 72,246,302.70 11/2/2025 SAP Contract Expiration Date(Master) Dollar Amount of this Change $ 834,803.23 -5.89% Total Change from Original Amount Revised Contract/Work Order Total $ 73,081,105.93 -5.89% Change from Current BCC Approved Amount Cumulative Changes $ (4,572,594.07) 1.16% Change from Current Amount Completion Date,Description of the Task(s)Change,and Rationale for the Change Notice to Proceed 4/1/2019 Original 12/26/2021 Last Approved 11/2/2025 Revised Date 1/15/2026 Date Completion Date Date (Includes this change) #of Days Added 74 Select Tasks ®Add new task(s) 0 Delete task(s) ❑ task(s)a s g ( ) 0 Other(see below) Provide a response to the following; 1.)detailed and specific explanation/rationale of the requested change(s)to the task(s)and/or the additional days added(if requested);2.)why this change was not included in the original contract; and,3.) describe the Impact if this change Is not processed, Attach additional Information from the Design Professional and/or Contractor if needed. This change order adds 74 Days to the substantial and final completion dates as request by the conctractor per attached 9/26/24 email (2 pages). After the change order is approved,new substantial completion date will be 10/7/2025 and the final completion date will be 1/15/2026, WD#2 1, This work directive Is a contract Increase.This work directive directs the contractor to perform additional surveying work along the canal to determine extents of clearing for maintenance of the canal. 2. Requested by the Road and Bridge and Stormwater department so they can properly maintain the canal. 3, If this change is not processed,the maintenance department will encounter safety risks maintaining the canal. This Change is an increase of$15,400.00 to the contract amount. WD#4 I, This work directive is a contract increase. The contractor was directed to design, permit and construct a new site emergency access across the east-west county maintained canal north of NESA NEUF site at the southern end of 20th Street NE. 2, The purpose is to provide an emergency access point to the eastern portion of the future water and wastewater treatment plants property.Requested by Naples Fire district so that there is redundant access the plant site. 3. If this change is not processed,the County would not have an emergency access point to the eastern portion of the future water and wastewater treatment plants property which could jeopardize the safety response to County employees and equipment. This Change is an increase of$299,734,67 to the contract amount. (Divisions who may require additional signatures may include on separate sheet.) Revised:10/28/2014 CA0 WD#5 1. This work directive is a contract increase.The contractor was directed to install an above ground assembly for feeding the irrigation quality(IQ)system with potable water at the existing terminus Into the Sky Sall development. 2. The purpose is to provide irrigation water to Sky Sail development and to help maintain chlorine residuals in the existing water main by continuously moving the water. 3. If this change is not processed,then Sky Sail would not receive irrigation water while under construction and chlorine residuals will not be maintained in the Collier County water main. This Change Is an increase of$67,600.00 to the contract amount. WD#7 1, This work directive is a contract Increase.The contractor was directed to design, permit and install a 12-Inch supplemental raw water fill pipeline from the southwestern corner of the site along the western site perimeter to the northeast corner of the IQ storage tank, including installing a County-standard magnetic flow meter with bypass and actuated control valve. Further,complete with SCADA control at the IQ storage tank for measuring the amount of supplemental raw water added to the storage tank and to allow operator control, Provide accommodations for adding chlorine bleach solution to the raw water feed line. 2, The purpose Is to provide a link between the northern and southern segments of the raw water transmission mains and to discharge supplemental raw water Into the storage tanks. 3. If this change Is not processed,the County would not be able to increase the flow capacity of the irrigation system which may in turn cause Irrigation quality water supply shortages. This Change is an increase of$434,487,12 to the contract amount. WD#12 1. This work directive is a contract Increase,The contractor was directed to relocate two residential power supply poles and one guy wire from the Everglades Blvd ROW to allow water and IQ mains to be installed per the planned alignment. 2. The purpose is to move the existing power supply poles within the ROW of Everglades Blvd so that the water and IQ mains will not have to be deflected from the planned alignment, 3. If this change is not processed,the contractor will have to deflect the water and IQ mains from the planned alignment and move the mains closer to the future roadway improvements, running the risk of damage to the mains and increasing the difficulty in accessing the mains in emergencies. This Change is an increase of$17,581.44 to the contract amount. Contract increase WD#2 $ 15,400,00 Contract increase WD#4 $ 299,734.67 Contract increase WD#5 $ 67,600.00 Contract increase WD#7 $434,487.12 Contract increase WD#12 $ 17,581,44 Total Contract Increase $ 834,803.23 (Divisions who may require additional signatures may include on separate sheet.) Revised:10/28/2014 CAO 6C6 fY p ( ap ,�! t- eparcd by:., .r,' i4 ''L'. >.�:..sh ' _'.9 's'.fJ �k�—_ _.__. ... F,.._.. __... Date; 6r` //4 � (Cerlone rrtan,f�PMD) ltl.fi 12-113-24 Acceptance of this Change Ordor shell constitute a mtxlitication to contract/work order identified above and will he subject to all the same loans and conditions as contained in the contract/work ogler indicated above,es fully as if the same were stated in this acceptance.'rho adjustment,ff any,to Um Contract shall constitute a full and final settlement of any and all claims of the Contractor/Vendor I Consultant/ Design Professional arising out of or related to the chancu sot forth herein,including claims for impact and delay coals. 7 Accaptod by �' � --- Mitchell Penner ____ Date: 1/2/2025 (Conuuclor/Vcartdor/Consultan((tyy/Resign Pro(r ssional end Name of Film,If project applicable) br'WN1+�ePm,N-Wrn.yp• BulIertBenjamin Approved by: ow:te)fol.tlOnrsmra pain: __»_.r»-_.,_ a :. (13enjantin Duilett,EPMD) l':O$pky gland by MdnnnMenhew DN:E-Me lrhew.Mclean®cotNercwntyl.pov,CNddcLeanAlaMow, �Lh(tennoI.0O.PPM User Aerounte,DU.PUO Planning and Praba McLean Ma_tt h ei %al7ne 1.anPuo.ou•aNbwna,OC•bx,DG•rollb 0ov,OC=net Approved by: a Ufle go2s.o+.d211s9;28asroa Dcl' (Matthew McLean,Public Utilities()apartment EPMD Director) Digitally signed byBelloneioseph BelloneJoseph Approved by: ,. Date:2025.01.02 14:25:21 OS'00' ..,,.elon..re_..,....____....—._........_.....__..�.__-_._.___,..._.__.._...__.._...__..._.__..__._..._._._..._....._. pate:......._...,.._....____....._... (Joseph B Public Utilities Department Fiscal Division Director) • ZimmermanB D'g1ta0y'1gned bcy 2lmmermanaecce Dale:2025.01.31 eG,�ea A roved b 08:57:42-WOO' Datit: PP Y;____. _ (Procurement • y j 1" `e �2cwi 2Ti A/6 rot E r -Tait( A c-s ric c,'t (4,v t SS r chi/ a F f'1' P...4yMf'".4,7- 4P1 '47è '1/ Fc/t kEV'1rw ed.4,-5 >t.c.7 Administrative f Administrative-BCC Report BCC Stand-Alone ES(BCC Approval Required) (Dlvislons who may require additional signatures may include on separate Ghent.) Revised:l a/2Ft/2014 • CA() 7606 ATTEST: BOARD OF COUNTY COMMISSIONERS Crystal K.Kinzer,Clem of Courts COLLIER COUNTY, FLORIDA &comptrq do B) .�' r -- By: Le.. . 0, a tt L. Saunders, Chairman Dated: ` Attest as to Chaffinch'b signature only. Appro to form and legality: By: Seo R.Teach Deputy County Attorney 16C6 Contract#18-7474 Change Order/Amendment Summary COST TIME CO# AMD# Description Justification Additive(+) Deductive(-) Days New Added Amount 1 DMP of Segment 1 Pipe $(712,038.98) 0 1000 Sales Tax Savings 2 DMP of Segment 3 Pipe $ (3,560,265,85) 0 1000 Sales Tax Savings 3 DMP of Segment 4A Pipe $ (1,769,881.61) 0 1000 Sales Tax Savings 4 DMP of Evoque WWTP $(2,569,881.14) 0 1000 Sales Tax Savings $(566,934.52) 5 DMP of Segment 4B Pipe 0 1000 Sales Tax Savings 6 DMP of Effluent Filters $(413,373.68) 0 1000 Sales Tax Savings 7 DMP of Pump Skids&Blowers $(1,211,448.49) 0 1000 Sales Tax Savings 8 Cancel Blower DMP $ 137,942.49 0 1000 Required fast delivery 9 Change to IQ WWTP $(1,692,905) 90 1,090 Value Engineering 10 Change to PLCs $(20,626.57) 120 1,210 Value Engineering 11 Landscape Buffer $724,280.96 186 1,396 Result of competitive bids Use of allowance and increase in 12 the project amount for Segment 5 $10,058,017.11 345 1,741 Changes due to DCA pipe size increase negotiations it 13 DMP of Segment 5 Pipe $(8,630,882.01) 0 1,741 Sales Tax Savings 14 Voided Voided 15 Installation of utilities to Brightshore $4,820,600.00 550 2,291 g Changes due to DCA per DCA negotiations. 16 Work Directive changes 2,4,5,7,12 $834,803.23 74 2,365 Work Directive changes (Divisions who may require additional signatures may Include on separate sheet.) Revised:10/28/2014 C40 r 16C6 Benjamin Bullert From: Mitchell Penner <mpenner@mitchellstark.com> Sent: Thursday,September 26, 2024 7:34 AM To: Benjamin Bullert Cc: Corinne Trtan; Mike Dickey; Brian Penner Subject: RE:NESA Segment 6 Attachments: NESA Segment 6 Project Schedule 9,26.2024.pdf EXTERNAL EMAIL Thls emailis`from h exter•nat so lea, gonthir this is a trusted sender ancri.iee eXtrerna caution When Opening attachm tints Or,cticking,tinlcs' Ben, Please see attached revised schedule. I was able to condense it and the WM Tie In is now scheduled to he complete by 9/19/2025. I moved up the start date for the HDDs by 2 days and reduced the duration by 5 days. I moved up the start of the WM Disinfection to start after the IQ is finished, I reduced the duration of the DEP Clearance by 5 days. This would add 74 days to the contract. Mitchell From:Benjamin Bullert<Benjamin.Bullert@colliercountyfl.gov> Sent:Monday,September 23,2024 8:41 AM To: Mitchell Penner<mpenner@mitchellstark.com> Cc:Corinne Trtan<Corinne.Trtan@colliercountyfl,gov>; Mike Dickey<MSD@johnsoneng.com>; Brian Penner <bpenner@mitchellstark.com> Subject:RE:NESA Segment 6 CAUTION'This email originated from outside the organization.Do not clickclinks or open attachments unless'You recognize th• sender and,know the content is safe. Mitchell, Thank you for letting me know. I have sent out a meeting Invite. Benjamin Butte't P,E. Supervisor- Project Management(Licensed) Public Utilities Engineering&Project Management Coll ier Cou z Office:239-252725R3 Mobile:.239 .77.-6:13 0 o 64 � . � 338&Tannimnni Trait East, Suite 303 ' Naples, FL34112-53O1 �QD�inmiD.BuilQJt@DD!\io.DcDUOtyf `gov From:Mitchell Penner<mpenno/(mm|(zhelbtar�k,coiTi> Sent: Friday,September 24 2024 6*2PN1 To: Benjamin BuUert<8en��B.u||ertp�g0iercouotvO.gov^ Cc;Corinne T/ton<CodnoeJrtanPcn|Uercovntvf|.nuv'; Mike Dickey<w1SD(@blhnsonenn.nnrn^; 8danPenner <bpenne/(amiuhe||smrkr.oii)> Subject:Re: N[SA Segment 5 EXTERNAL EMAIL: � `Ben, Yes that will work forme. Mitchell � Mitchell Penner From;Benjamin QWhrt<Benia min.Bull ert(o)coUie rCuummOP'nv> � Sent: Friday,September 20,2O24IO:05:41AN1 ! To. Mitchell Penner<njpgj�)ner@)m itch eUs1ark.com> � Cc:Corinne TMan/[n,inneJrton@coUiercountyfixuv`; K4&r D\ckeycM SDV»jahmnnenn.com^; Brian Penner ' <bp��g�@,)niitdheUswrkzomx . Subject:RE: NESA Segment 6 CAUTION.,TbIs,*aH-qr1�Ijnikted from owtsidm the wrkwnliatl6rvi ' inixeuh- � semdlet Orim8»ow the tontentb safe. � K4|1zheU, ' Would 10:OOamwud'foryou? Benjamin 8uUartP.E. � Supervisor Project Management(Licensed) ^�~�� Public Utilities Engineering&Project Management Col � �^�]�/l��l. �� o[}Yl Offioo:238'2527-2588 1 Mobi\o�2-39,877--6338 Apmft n�= � K�� . -'— v��°� i 3389Tam|amni Trait East,Suite 303 � | r 16C6 • Collier County Ent;ineerinEf. & Project 1VIanaaernent Division WORK DIRECTIVE CHANGE CONTRACT#/PROJECT NAME: #.18-7474/Design•Duild WORK DIRECTIVE#,02 of MESA Interim WWTP,Storage Tanks and Associated • Pipelines PURCHASE ORDER#:4500194995 DATE OF ISSUANCE:Mnn.•h 23,2021 ' OWNER;Collier County Board of Commissioners PROJECT4: 70194 CONTRACTOR!Mitchell Ss Stark Construction Co.,Inc. ENGINEER/DESIGN PROFESSIONAL: Johnson Engineering,Inc. You are directed to proceed promptly with the following change(s): Description: Provide additional survey services by the Design Professional to provide cross-sections along the northern boundary or the project border at 200-foot intervals and record substantial irregularities of the benn in between, from the edge of the water south to the bottom of the berm. This portion of the project is located along Everglades Blvd from approximately the intersection at Bob to the canal just past 22"a St,NI:.Design Professional will also measure cross-sections at the centerline of the road extended at the eight streets shown in the attached exhibit,substantial irregularities of the berm in between liom the edge of the water north to the edge of pavement, Also included arc measurements of the outline of . areas of vegetation, locate substantial trees and establish drainage easement lines for the part of the above referenced corridors and adjacent lot lines based on the original plats and Collier County's GIS lincwork, Purpose of Work Directive Change: To determine how much the contractor needed to clear or level to allow for the stomnvtrter department to properly maintain the canal. Reason/Justification!The survey was needed so the contractor could determine what needed to he cleared or leveled along the canal bunk so the canal could be accessed for maintenance. Attachments: If a olaim is made that the above changes)have affected Contract/Allowance 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 at'determining change in Method of determining change in Contract Times: Contract/Allowance Price: j D. Unit Prices ❑ Contractor's records El Lump Sum ❑ Engineer's record ❑ Time&Material ❑ Other 0 Other • Estimated•1•noreasaror decrease in Allowance: Estimated change in Contract Time: $TI3D Increase or decrease by tt calendar days. RECOMMENDED' AUTHORIZED: Mic} to!S.^C'cltiey,P,B. Owner's Representative Engineer CAO 16C6 Mitchell &Stark Construction Co., Inc. 6001 Shirley St.Naples,FL 34109 Phone,239-597-2165 Fax:239-566-7865 TIME AND MATERIALS Work Directive#02 NESA Survey Canal 3/22/2021 /DIRECT LABOR CLASSIFICATION HOURS RATE COST TOTALS Project Manager $100,00 hr $0.00 Superintindent $85.00 hr $0.00 TOTAL LABOR $0.00 MATERIAL NOT FROM YARD COST $0.00 $0.00 $0.00 SUB-TOTAL $0.00 MARK-UP 10% $0.00 TAX 7% $ - SUB-TOTAL $0.00 MATERIAL FROM YARD $0.00 SUB-TOTAL $0.00 TOTAL MATERIALS $0.00 EQUIPMENT DESCRIPTION HOURS RATE COST Pick Up Truck w/Tools 0 $55.00 hr $0.00 SUB-TOTAL $0.00 TOTAL EQUIPMENT $0.00 SUBCONTRACTORS DESCRIPTION QUANTITY UNIT PRICE COST • Johnson Engineering 1 LS $14,000,00 $14,000.00 SUB-TOTAL $14,000.00 • MARK-UP 10% $1,400.00 TOTAL SUBCONTRACTORS $15,400.00 TOTAL COST $15,400,00 Created By: Mitchell Penner Approved By: Print Print Sign Sign Date Date Company CAO • 6C6 • SINCE 1946 ENGINEERING March 22,2021 • Brian Penner, President/CEO Mitchell &Stark Construction Co.,Inc. 6001 Shirley Street Naples,FL 34 109 • Re: Proposal for Additional Survey Services by Design Design-Consultant: Cross- Sections Along Northern Boundary of Segment 3 of Project: Design-Build of NESA Interim Treatment Plant&.Pipelines#1.8-7474; JF'.I.Project#: 20192060-000. • Dear Brian: • As requested,Johnson Engineering proposes the following additional professional survey services to provide the necessary cross-sections along the north boundary of Segment 3 from Golden Gate Canal heading west along the drainage easement to just past the Park boundary. This scope of work will include the following: SCOPE OF WORK TASK 1.00 Cross-Sections Along the Northern Boundary—The DESIGN-CONSULTANT shall collect horizontal and vertical data of the existing ground highlighted in yellow and red below, Horizontal data will be in feet and shall be projected on the Florida State Plane Coordinate System,East Zone,NAD83(20I 1).Vertical data will be in feet and shall be referenced to the North American Vertical Datum of 1988 (NAVD88). • In the area highlighted in yellow(see Aerial#1. Project Corridor on next page), the DESIGN-CONSULTANT shall measure cross-sections at 200-foot intervals and substantial irregularities of the berm in between, from the edge of water south to the bottom of the berm. The DESIGN-CONSULTANT shall also measure the outline of areas of vegetation and locate substantial trees. • In the area highlighted in red, the DESIGN-CONSULTANT shall measure cross- sections at the centerline of road extended at the eight streets shown below, substantial irregularities of the berm in between, from the edge of water north to the edge of pavement. • The DESIGN-CONSULTANT shall also measure the outline of areas of vegetation and locate substantial trees. • The DESIGN-CONSULTANT shall establish the drainage easement lines for that part of the above referenced corridors,and adjacent lot lines based on original plats - and Collier County geographic information systems linework, Survey Fee: $14,000,00 2122 Johnson Street■Post Office Box 1550•Fort Myers,Florida 33902-1550 (239)334-0046•Fax(239)334-3661 CAC 16C6 Mr.Brian Penner,PresidentlCEO Mitchell lti Stark Consaiuction Co.,Inc. Proposal fi r Additional Survey Scwices t'1LSA-Collier County Ill 8-7474 March 22,202.1 Page 2 Aerial#1:Pro ect Corridor y 5* ,ra �+ i40, 1,!� c Y Y "P°1�y'j _ t • �[ ,�q 'Fi w n'�. %, ,�' 441'' .;;'¢' 3 r •. itiE y s °� a �'r 4 x t- �.,+si ?Yt... +2, %.a" {�ciFi.`, r a,m 41,1. ,41.x. � r:,.� c k'o << v R 1dk` , r �rS"t R4ya, n. k �., s t om' �a 4 6u '1�;t , w aa it}y� �t$i"`� �-d� x �%�� + is xty�. �t��'E'}��:,+Aa �• "�s'� R� �i K ��•# !1 x � a41-,,:;) . y �. L ax` •f t,C�. •.�Pal n. ,�, i 'rr,y, 4. S 1w14 �,} a t,,�'t , " ,l :`' U1 , . .,7 Ss A» hr.! *""s'®+�/r"f t+� �..4`,",' ,�! h � Y Y .'x�#, r r x 3M 1 �t ..rT §�`.a +yl �.Y�Z� ,�:jt, t e e xf �x �� IV �� ' 3 ! --. ��si Lt �� ; s tvC Ott F �t �� >�; cam.-+�r <�` '` k�, � $ +f3�°sec,,,,,,?„,,,,,.„,-,,,,,,,,,.„,,,,,,,,,,,,,‘,a �� `� �'.tb� �'r�S. k.3r� "s wiles ado�,, ��5',i♦C g �`: � '' x 'U S h - - ...s:'.5 f—lk,-:.s lid r4T 6 i .1�1 .z. Z z� ,v>T ri. , ......1a.; Yq, .. *.3.z:�..< Please contact me if you need anything further. We appreciate working together with Mitchell & Stark on this project. Sincerely, JOHNSON r 11J '///4//7 NGiNfiTtIi1�G,INC. haekey,LL MSD/ljb • i E ``; I il 1 t ,, CA-0 1 16C6 O O co cl HV N Oc R -I- h<f O v) co T 5 'C O CD p tC O O W a N sr. C CO U) N W O O O O O O (.0I--- Cal o cn Cl cq CO 3- .. .. N w , o O O CD coC) O O O 0 O O co O co co O q cn aO O O O d OJ n N O OO aO co h N U go.) O `O I,: N .- F- M v) U) v) CO V) N UT v) ro ) ^L aW N In x m Z a t O 13 g O {a is d ID. op C wN C rU = 7 a F- wQ 8 '20 w £ m ) m W c20 0 ❑ c g) c °° OJ vc mo k fa 0 O oN y -0 w N UT -i OdE 1- y c W N.. ti a, T. 2 CCa) , , mmw > d F- CO a- N A! ayL c aJ ~ 0 3v7 ^ c o om i u FG c ro E "" m . C)Z al a . w v ell c aI O a = c A 5 co r o o co E 'm o °o " C) o gi ° dZo G F" o v c m toUmo. cm Zc> c vo L. 6 7-1 1. C ocn cU RI o oni_ , =W0hy C � C OJ � N Nac o Va .e ) 7 -.C. ALL o0N. 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U F O O Z, Z ti Q C� L Z U).Z U ▪i^ O L `L., ]C.. }'_ —O F- N D✓ O f" V1 t 14, i0 W {_ ►� W a b c.7 0 0 0 -a ) z aaao cn a—..."W CAO f c 1 16C6 Collier County Engineering & Project Management ,Division WORK DIRECTIVE CHANGE CONTRACT it/PROJECT NAME:##15-7474/Design-Build WORK DIRECTIVE ##0,1 or NESA interim WW1',Storage'tanks and Associated Pipelines PURCHASE ORDER ti: 4500194995 DATE OF ISSUANCE: August 2,2021 OWNER:Collier County Board oiCommissioners 1 ROJECT#t: 70194 CONTRACTOR: Mitchell &Stark Construction Co.,Inc. ENGINEER/DESiGN PROFESSIONAL:Johnson l nglneuring,Inc. You are directed to proceed promptly with the following change(s): Description: Design, permit and construct site emergency:access: across the east-west county-maintained canal north of NESA NEllf site at the southern end of 20i°Street NE. Purpose el Work Directive Change: The purpose of the change is to provide an emergency access point to the eastern portion or the future water and wastewater treatment plants. Reason/Justification: It'this change is not processed,the County would not hove on emergency access point to the eastern • portion of the future water and wastewater treatment plants which could jeopardize the safety response to County employees • and equipment. • Attachments: • If a claim is made that the above change(s) have affected Contract/Allowance Price or Contract 'Times any claim fits a • • Change Order based thereon will involve one or more of the following methods of determining the effect ot'the changes(s). Method of determining change in Method of determining change in Contract Times: • Contract/Allowance Price: • Unit Prices Contractor's records Ei Lump Suns C Engineer's record ❑ Time&Material [J Other I7 Other Estimated increase(decrease)in Allowance: Estimated change in Contract Time: TBl) increase ON-deefewie by calendar days. RECOMMENDED: AUTiIOl21Zii',D: • By ittia4 B John on l:.ngtneering, Inc. Owner's Representative Engineer 1 6C6 Mitchell&Stark Construction Co.,Inc, 6001 Shirley St.Naples,FL 34100 c a Phne:719'597-2165 Faxr 239.566.7865 A.• TIME AND MATERIALS Work Directive 4104 Land Bridge Estimate DIRECT LABOR 8I2/2021 CLASSIFICATION HOURS RATE Project Manager TOTALS t2 5100,00 hr 51.COST 200.00 SuporintIndent 32 $85.00 hr S2,720.00 Meld Supervisor I 70 $75.00 hr r Operator 2 140 S7,0200.00 550.00 hr 57,000.00 Pipe Layer 1 40 $40.00 hr S1,000.00 Laborer 3 210 $10,00 hr 58,400.011 Truck Driver 2 80 $35,00 hr 92,100.00 50,00 TOTAL LABOR S28.270.00 JAnITERIAt.NOT FROM YARD COST Cast Systems 1 LS $33,112,64 531.112,04 Foley Pipu I LS $4.070.20 $4,070,20 BO MINI I LS $10,499.08 $10.199.08 S UB.I OTAI. 54 7,681.92 MARK•11P 10% $4,768.10 TAX 7% $ 3,337,7.3 SUBTOTAL 555,787.85 MATERIAL FROM YARD 50,00 SUB-TOTAL $0.00 TOTAL MATERIALS S55,787,85 LOU(PMENT DESCRIPTION HOURS RATE COST 450 Excavator 70 S170.00 hr 511.900.00 544 Loader 70 $95.00 hr $6,650.00 450 Oozor 30 500.00 hr 52.700.00 Skid Steer 30 $130.00 hr 53,900,00 Wand 4011oller 30 $30.00 hr $000.00 Walk Behind Roller 60 $40.00 hr $2,400.00 Dump Truck CO $70.00 hr 54,200.00 I'rlck Up Truck tvrtoois 70 555.00 hr 53,850.00 O Inch Hydraulic Pump 480 $05.00 531,200.00 SUB-TOTAL S67,700.00 TOTAL EQUIPMENT $87,700,00 SUBCONTRACTORS DESCRIPTION QUANTITY UNIT PRICE COST Johnson Engineering 1 LS 517,000.00 517,000.00 Tlnchnr-flex Culvert 1 LS 597,500.00 597,500.00 Timber.F•Curlt 346 I.F 524.50 S8,452.50 Tlncher•12'x 3'Flume 1 EA 5525.00 $520.00 TInciwr-0'x 3'Fiume I EA $425,00 5425.00 • Tincior 24"MES 2 EA S550,00 S1.100,00 YPO Con Taaling I LS $3,673,00 S3,673,00 SUB-TOTAL 51211.675,50 • MARK-UP 16% 510,301 33 TOTAL SUBCONTRACTORS 5147,976.63 TOTAL COST 5299,734,07 • Created By: Miiche0 Penner Approved By: F'nnl Prn11 Sion Sign • • Dale Dale Company CAD 16C6 SINCE 1946 ENGINEERING August 02,2021 Brian Penner,President/CEO Mitchell &Stark Construction Co., Inc. 6001 Shirley Street Naples,FL 34109 Re: Proposal for Construct Site Emergency Access (Land Bridge) of Segment 3 of Project: Design-Build of MESA Interim Treatment Plant & Pipelines #18-7474; JE1 Project#: 20192060-000. Dear Brian: As requested,Johnson Engineering proposes the following additional professional services. This scope of work will include the following: SCOPE OF WORK TASK 1.00 Construct Site Emergency Access (Land Bridge)—The DESIGN- CONSULTANT shall design an emergency access across the east-west county-maintained canal north of NESA NEUF site at the southern end of 20th Street N.E. • Fee: $17,000.00 Please contact me if you need anything further. We appreciate working together with Mitchell& Stark on this project. • Sincerely, JOHNSON ENGIN. RI G,INC. iik,P17„/"/ Iv1 chael S. ickcy,P.. 2122 Johnson Street Fort Myers,Florida 33902-{SSU (239)334-004(i r Fax(239)334-3661 CA.O 16C6 O O 0 O 0 ,n o w 0. v . r : 0 o 0 0 v a o F w1 0 a0 o 0 0 WWO n NI o EF a, v a to g+ r W O 0 O O CO d qo , V N V, O O O O r 0, N W .co CO 'fit ro d 11. O pp g O OG JOO 00 O rn cE O 0 0 O O n O O 0 co I- a C 0 a ro u ro ro m U I--- uri o tC0 v 6 O m V ° t, C m = ° K U LT' N«: O J co us o JtY O L: W Ja a cz a °m o 4 c5 W p - ~ o d a mf U N ° W Q N Ti z �i iS c i c 2 u Ii 0 P. c d,(n r °: O m g s ce iy y s gN o 8 U V Q A A- K Q W Q ~ 0 E E c 4. m m u_ �E Z 'jQ N c u c Q Q 1 l 7 W = A a� N o O O Z n g m U O N !- I- d� vii, ,.„ 1 : W : m ; w RI w E c i Z z2 3 z w w a a a 0 1.....--1 w i GAO' pp�rr � 6C6 Collier County Engineering & Project Management Division WORK DIRECTIVE CHANGE CONTRACT tE/PROJE:CT NAME: II18-7474t/Design-Uuild WORK DIRECTIVE It 05 of N1:SA Interim WWTP Plant,Storage Tanks and Associated Pipelines i'URCHASE ORDER T:4500194.995 DATE OF ISSUANCE:September I,2021 OWNER:Collier County Board of Commissioners I'RO,TT:C r#: 70I9:1 CONTRACTOR:Mitchell&Stark Construction Co., Inc. ENGINEER/DESIGN PRC)FESSIONAL:Johnson Engineering, Inc. You are directed to proceed promptly with the following change(s): Description: Install terminal above-ground assembly l'or feeding Icy system with potable water at existing terminus in Sky Sail. Collier County shall provide materials for installation by the contractor. Purpose of Work Directive Change: The purpose of the change is to provide irrigation to Sky Sail anti help maintain chlorine residual to the cxisiing water main by moving the water. Reason/Justification: N'assembly is not installed, then Sky Sail would not receive irrigation water while under construction and chlorine residuals will not be maintained In the Collier County water main. Attachments: Ahove.ground Flac.kllow Assembly Exhibit If a claim is made that the above change(s)have affected Contract/Allowance Price or Contract"Times arty claim till a Change Order based thereon will involve one or more ot'the following methods of detennining the effect of the • chankes(s). Method of determining change in Method of determining change in Contract'times: Contract/Allowance Price: Li Unit Prices `,, Contractor's records • I unmp Sum f ng,ineer's record Time&Material ❑ Other 0 Other Estimated increase(decrease)in Allowance: Estimated change in Contract Time: $T13D Increase w-tieereaso by ltl calendar days. RECOMMENDED: AU9'JIORiZED: John on Engtnee ing, It Owner's Representative f;ngineer CAD , 1 6 C 6 I tfir '4"Ilya' ii 11) eppow•Aiunoo Jalono • W ill — A)umn"t/ta'rn st41;31.0()AIVvlogltd6uZ I am 1 t 9• z•- = 11 . a , , if' •r,•_..,ii,, C 0 uatuUe -.v.0.9.N wI161.441.fi qiiI1 ,Iil I -.tor ..z.•••'!,`, Ntittilan4. SNOISIA3LI a i'..i r ,4 1 I 1 7 ry .. ii 1 10 I iP 1 -- . 1 ri 9. i 1 i ?ft -xii ,I i •1 " •'-—- it f I g li 4 164 ----------- - --iSi ,. i I t II •h,--• .-- r t 4 i glq/31! 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'11'. ,'• 1/ * ).• ,_.,_ 1 i I , k 1 g i'441 ,4i.,K cp,S) 1 6C6 Mitchell&Stark Construction Co„Inc. jS 6001 Shirley St.Naples,FL 34109 •R Phone;239.597.2165 Fax:239.565.7865 ESTIMATED TIME AND MATERIALS Work Directive 4105 Sky3atl Above Ground Assembly DIRECT LAVOR CLASSIFICATION HOURS RATE COST TOTALS Project Mnnnger 4 $100.00 hr $400.00 Superinllndenl 12 $85.00 hr $1,020.00 Field Supervisor 1 100 $75,00 hr $7,500.00 Operator 2 200 $50.00 hr $10,000,00 Pipe Layer 1 40 $40,00 hr 51,600.00 Laborer 2 200 $40.00 hr $0,000.00 Truck Driver 2 14 $35.00 hr $400.00 Lowboy Driver 1 10 $35.00 hr $350,00 TOTAL LABOR $29,360,00 MATERIAL NQT FROM YARD COST $0.00 $0.00 $0.00 SUB-TOTAL $0,00 MARK-UP 10% $0,00 TAX 7% $ - SUB-TOTAL $0.00 MATERIAL FROM YARD $0.00 SUB-TOTAL $0,00 TOTAL MATERIALS $0.00 EQUIPMENT DESCRIPTION HOURS RATE COST 120 Excavator 100 $130.00 hr $13,000,00 544 Loader 100 $95.00 Itr $0,500.00 walk Behind Roller 10 $40.00 hr $400.00 Lowboy Truck 8 $170,00 hr $1,360.00 Dump Truck 14 $70.00 hr $000.00 Rids Up Truck w/Tools 100 $55.00 hr $5,500.00 3 Inch Pump 20 545,00 hr $000.00 SUB-TOTAL. $31,640.00 TOTAL EQUIPMENT $31,640.00 SUBCONTRACTORS DESCRIPTION QUANTITY UNIT PRICE COST Johnson Engineering 1 LS $8,000.00 $6,000.00 SUB-TOTAL $6,000.00 MARK-UP 10% $600,00 TOTAL SUBCONTRACTORS $6,000.00 TOTAL COST $67,600.00 Created By: Mitchell Penner Approved By: Print Print Sign Sign Date 9/312021 Date Company CAO O 16C6 • T. H - 1� SINCE 1946 N ENGINEERING September 03,2021 • I3rian Penner,President/CEO Mitchell&Stark Construction Co„inc, 6001 Shirley Street Naples,FL 34109 Re: Proposal for Construct Above Ground Assembly for Sky Sail of Segment 4 of Project: Design-Build of NESA Interim Treatment Plant & Pipelines #18-7474; JEI Project#: 20192060-000. Dear Brian: As requested,Johnson Engineering proposes the following additional professional.services. This scope of work will include the following: SCOPE OF WORK • TASK 1.00 Construct Above Ground Assembly for Sky Sail—The DESIGN- CONSULTANT shall design an above-ground assembly for feeding system with potable water at existing tenninus in Sky Sail. Fee: $6,000.00 Please contact me if you need anything further, We appreciate working together with Mitchell& Stark on this project. Sincerely, JOh NSON ENGIN7EIZIC,INC, 1 M chael S, ickey,P E' jF 2122 Johnson Sheet■Fort Myers,Florida 33902-1550 (239)334-0046,Fax(239)334-3661 CAO 16C6 _ -o o o 6 r ro co co CO rn 0 N N N ).j I.- U1 U) 4 O O 0 0 )n �o (.00 O 0 ama w J U- 0aS 811 vT W Q 0 0 O O f' U) ) CD U) O N N N LU �` C7 Ua UT 0 0 O O O O r„ 0) (D .a. <r <r I` 2 a. )O U) C O O 0 CD 0 }'� O 0 O O CA— Ci O C) 0 O T n -JEn o 0 0 0 0 0 N Q 1O IL) O fA O (D [O rr C i-- yr a- rn A) O E o N a) CD U) (n U) U/ 4R C C (n 111 )- I- (S3 2 (C I- U) U) O O O a m a3 c E lc X O W m G c��-, >, 0 J 0 o (G L Co C7 m -� a c m rn co q 0 1 rt a -1 n ta_ LiC y U) rn.T 0 E N 2l N n 111 C c 0'` N N 2 itN J N a O X c X 0 0 z F a y ro N IY K ti O 0 o v N gg W N ° c m Z In y °' . N N _ Q1 J -I ,c4 Off) .0 N h- 5 cl Q I-- l7 W o ° M c o N o 0 0 a; Z r- 2 m a. o E. t- 1- Cr)II WL. N di C c-)w E N il Z • �( u U U E m CD COE O'o O N 7 r z 6. A. 0 0 cro CAO } 1 16C6 Collier County Engineering & Project Management Division WORK DIRECTIVE CHANGE CONTRACT#/PROJECT NAiME: #18-7474/Design-Build WORK DIRECTiVE if 07 of NEi A Interim WWTP,Storage'Tanks and Associated Pipelines PURCI:IASE ORDER#:4500194995 DATE OF ISSUANCE: November I,202.1 OWNER: Collier County Board of Commissioners PROJECT#: 70194 CONTRACTOR: Mitchell & Stark Construction Co., Inc. ENGINEER/DESIGN i'ROVESSIONA12 Johnson Engineering, Inc. • You ore directed to proceed promptly with the following change(s): • Description: Design, permit and install a I 2-inch supplemental fresh raw water till pipeline from the southwestern corner of site along the western site perimeter to the northeast corner to the IQ storage tank, Include a County-standard magnetic flow meter with bypass and actuated control valve complete with SCAC)A control at the storage tank for measuring the amount of supplemental raw water added to the storage tank and to allow operator control. Provide accommodations for adding chlorine bleach solution to the raw water feed line. Purpose of Work Directive Change: 111e purpose of the change is to provide link between northern and southern segments of the fresh raw water transmission mains and to discharge supplemental fresh raw water into the storage tanks. Reason/Jnstiticatioa: Inter-connecting the north and south raw water transmission mains provides flexibility to Collier County to feed the storage tanks. Attachments: Proposed Raw Water Main Interconnection Exhibit and details If a claim is made that the above change(s)have affected Contract/Allowance 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 chrtnges(s). Method of determining change in Method of determining change in Contract Times: Contract/Allowance Price: Unit Prices ❑ Contractor's records I,urnp Sum [] Engineer's record Time&Material ❑ Other [] Other Estimated increase(decrease)in Allowance: Estimated change in Contract Time: $7'Bl) Increase or decrease by 0 calendar days. RECOMMENDED: AUTHORIZED: • John on Engineering, 111!. 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''-1#: ',!:: . , t.'.9 ,r; ..•';.• .1.,t,141(tati.iN,.1 ,, i 1 .).. •• " 1 I 1. t • \ ' 4 r.•••"" . 1 — .. - -1 \ 1 v ' ...•,,:. , , ,..,....i ,,.„,,„,.. ) _ : 1. ! i l'i••‘1 11 J i 4 ‘'• _........4;.........j!...,,,,, ' 9 6 C AO 1 ��_ ~~�� Mitchell S Stary, Construction Go,/ Inc. u* 6001 Shirley Street N8p|B8, Florida 34109 REVISED DATE: 2V1/2022 PhOO8�/239\ 597-2165 F8X� /239\ 566-7865 QUOTED BY: BILL AVO8Lk\ Quoted To: COLLIER COUNTY 3330TAVN|AN1| TRLE, STE303 NAPLES FL 34112-5361 ATT: For COLLIER COUNTY NESA CHANGE ORDER RAW WATER FILL LINE Item# Description ~---�- � —~ Unit U� Un�Phoo Amouot LABORER -------- - - PROJECT MANAGER FIRS 10 $100.00 - $ 1'000.00 SUPERINTENDENT HRS 00 $05.00 $ 6,800.00 FIELD SUPERVISOR FIRS 00 *75.00 $ 6.000.00 OPERATOR nRS _ i00 $50.00 * 8,000.00 PIPE LAYER FIRS 160 *40.00 $ 6.400.00- LABORER HR8 18U $40.00 $ 0,400.00 330E% Hnn uo $130.00 $ 12.000.00 / JDS44LOADER HRS 80 $100'00 $ _ 8,000.00. PICK UP.& K8|SC.TnOL8 HRG 170 *OO,OO $ 10'200.00 LOWBOY HQS 20 $175.00 $ 3,500.00 LOWBOY DRIVER HRS 20 $36.00 $ 700.00 M4TERA\L FERGUSON (MOVVALVE) L8 ----� $11.126.00 $ --' 11'125.00 FERGU8ON (MATER|ALG} LS 1 $140,840.45 $ 140.840.45 FERGUSON (MATERIALS) LS 1 $88'425'25 * 86/425.25 TAX7Y6 $ 16.687.36 MARKUP1O% _$ 23,039.07, SUBCONTRACTOR CR0K0(PIPE SUPPORTS) LS _11 $38.780.00 $ 30'708,00 _ ENGINEERING[DESIGN LS i $30,000.00 $ 30'000.00 MISCELLANEOUS LS i $10.008.00 $ 10,000.00 NARKUP10% $ 7`070.00 ---- TOTAL $ 434/u87.1% __~ CAO %106 JOHTSk SINCE 1946 ENGINEERING November 1, 2021 Brian Penner,President/CFO Mitchell &Stark Construction.Co.,Inc. 6001 Shirley Street Naples, FL 34109 Re: Proposal for Link N-S Segments-Discharge Supplemental Water of Segment 3 of Project: Design-Build of NESA Interim Treatment Plant & Pipelines #18-7474; JEI Project#: 20192060-000. Dear Brian: As requested,Johnson Engineering proposes the following additional professional services. This scope of work will include the following: SCOPE OF WORK TASK 1.00 Link N-S Segments-Discharge Supplemental Water—The DESIGN- CONSULTANT shall survey,design, and permit,a 12-inch supplemental fresh raw water fill pipeline from the southwestern corner of site along the western site perimeter to the northeast corner to the IQ storage tank. Include a County-standard magnetic flow meter with bypass and actuated control valve complete with SCADA control at the storage tank for measuring the amount of supplemental raw water added to the storage tank and to allow operator control. Provide accommodations for adding chlorine bleach solution to the raw water feed line. Fee: $30,000.00 Please contact me i f you need anything further. We appreciate working together with Mitchell & Stark on this project. Sincerely, JOHNSON F.NGIN.EG, INC. /2% t� M1 chael S. ickey,E.E' �,, 14 2122 Johnson Street■Fort Myers,Florida 33902-1550 (239)334-0046.Fax(239)334-3661 {,A 16C6 M O O .E o ra r ro n n ry to N Q gy/) pN O O fi O w to W Q o 2 0 P O o �i 0 O ri to h .�- O IL fl N O 00 O . N fh m n 4) M - O n. N c 8 3 S o d o a m o d d g d 8 m '-- I o Om " n T3 _ t' n_ G 4- N ttv " N N . in E o O v Ca Ol M to N N N N VN N v 9, o a• 0 u � ar pp _0 N _ G Oa cr U U E. . 7E kZ9. 2 U U ma. C q Ei Elee ` S7 A R o F co 2 m S ro '�C rn M 55 C 2r ,ft'7 ft. g W ffiNocfi 4 0 '� � Q t,. �§ a 9 $ t- aO aa, PE . .ra E n O 44 ~ 66 vv»'FJ t_O.5C a ;!tii . _c 4l t P. Z a L. Ei t.oo 5 C0.R' v4, ,' c . E � EEg'a 3�' mil m f24- W o, a e E m v� ro a n Q @_y r tX� a o W T2A op.s_i.o-o w ,, rA4 p O O w Nz - z:- 9 vy ` � -q 3aoo o o .e42v = a S E��}5 g 1,1 z�2.'- = 0C'' O. m':YFm $ c4 v33 00 11 a 2 a' u a 2 a = oz 0 esn E d v a E P ° °y u E aaac� rev) ✓^ z 0* W ».-, z aH v z w (;AO 16C6 Collier County Engineering & Project Management Division WORK DIRECTIVE CHANGE CONTRACT#/PROJECT NAME:018-7474/Design-Build WORK DIRECTIVE#: 12 ofNESA Interim WWTP,Storage Tanks and Associated Pipelines PURCHASE ORDER#: 4500194995 DATE OF ISSUANCE: March 24,2023 OWNER: Collier County Board of Commissioners PROJECT#: 70194 CONTRACTOR: Mitchell&Stark Constriction C'o.,inc. ENGINEER/DESIGN PROFESSIONAL: Johnson Engineering,Inc. You are directed to proceed promptly with the following change(s): Description: Relocate two residential power supply poles and one guy wire from the Everglades Blvd ROW (sec Attachment .1)to allow water and IQ mains to be installed per the planned alignment. Purpose of Work Directive Change: The purpose of this work directive is to relocate existing improvements within the ROW of Everglades Blvd so that the water and IQ mains will not have to be deflected from the planned alignment. Reason/Justification: If this change is not processed, the contractor will have to deflect the water and TQ mains from the planned alignment and move the mains closer to the future roadway improvements,running the risk of damage to the mains and increasing the difficulty in accessing the mains in emergencies. Attachment: Sheets from plans showing relocations if a claim is made that the above change(s)have affected Contract/Allowance 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 Method of determining change in Contract Times: Contract/Allowance Price: ❑ Unit Prices ❑ Contractor's records ❑ Lump Sum ❑ Engineer's record ® Time&Material D Other ❑ Other Estimated decrease in Allowance: Estimated change in Contract Time: TBD Increase or decrease by 0 calendar days, RECOMMENDED: AUTHORIZED: . / . (1M.44_, /../' By tg / - 1 John o 1 Engineering, Owner's Representative Engineer CAO 16C6 q 4G �f Ry>llol�'FJunoo�a{�Joo — — a 9 w 0roiii t'.)lano La, 0 91yURJ RBRH yy —_ _ A_ s 4,d}� ;"> •, J ,� 'yueld luewleeJ.L) I otseM W)a U — �- x M n �(!'FFi (NSIN)Ra1V COIAIRS{sea4VoN '? N W ; b',�C z fly IuowBay 7ias— I r 61 SNOISIA3a x 3 I f2133HS 33s 3n'I11131WI ' zI ^� ^— Is A' yr — I I r I �u ei rri 4, I 1 IV r ' 1 ' f r , I I au'. k4 11 I I ; 3 , I 414 )IY I » a ; — n i , I II I'? , ; ! .� E ' I " ig li �� 1 rN I( 1 :u. I 4l. g-l_- I I- f r { J..i itn I I � � i I f; — . _ 6 11, 4", I ,, '� ! 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'• TIME AND MATERIALS-ESTIMATE NESA SEGMENT 5B LCEC RELOCATION DIRECT LABOR CLASSIFICATION HOURS RATE COST TOTALS Project Manager 1 $100,00 hr $100.00 Superintlndent $85.00 hr $0.00 Field Supervisor $75.00 hr $0.00 TOTAL LABOR $100,00 MATERIAL NOT FROM YARD COST Ferguson 1 LS $5,000.00 $5,000.00 SUB-TOTAL $5,000.00 MARK-UP 10% $500,00 TAX 6% $ 300.00 SUB-TOTAL $5,800.00 MATERIAL FROM YARD SUB-TOTAL $0.00 TOTAL MATERIALS $5,800.00 EQUIPMENT DESCRIPTION HOURS RATE COST hr $0.00 hr S0.00 hr $0.00 SUB-TOTAL $0.00 TOTAL EQUIPMENT $0.00 SUBCONTRACTORS DESCRIPTION QUANTITY UNIT PRICE COST LCEC 5511 Everglades 1 LS $6,215.19 $6,215.19 I.CEC 6775 Everglades 1 LS $3,942.50 $3,942.58 SUB-TOTAL $10,15 7,77 MARK-UP 15% $1,523.67 TOTAL SUBCONTRACTORS $11,681 44 TOTAL COST $17,581.44 Created By: Mitchell Penner Approved By: Print Print Sign Sign Dale 3/24/2023 Dale Company CAO 16C6 (-co —Ivitt rt, INVOICE: 23164 PEOPLE. POWER. POSSIBILITIES. P.O.Box 3455 • North Fort Myers,FL 33918-3455 Invoice Date: 03/23/2023 Terms: IMMEDIATE Due Date: 03/23/2023 Amount Due: $ 6,215.19 DAVID DRAGO 5511 EVERGLADES BLVD N NAPLES FL 34120 Account: 30581 Description: WO 400727497 5511 EVERGLADES BLVD N Page 1 of 1 DESCRIPTION QUANTITY AUOM UNIT PRICE AMOUNT TAX RELOCATE POLE AND ANCHOR, ADD PEDESTAL 1,000 EA 6,215,1900 6,215.19 CONTACT DESIGNER: I<ENNY LEWTER 239-656-2383 MESSAGES Subtotal: $ 6,215.19 Job will be released for scheduling/construction upon receipt of Tax: $0.00 payment, Total: $ 6,215.19 Go to www.lcec.net and click Pay Now to pay using your Amount Paid: $ 0.00 checking or savings account. It's free and payments apply to Amount Due: $ 6,215.19 your account Immediately! Please use the account number on this invoice as it is different than your electric account number,and enter your name exactly as it appears on your invoice. Account: 30581 Invoice: 23164 11°*°°--o =� Due Date: 03/23/2023 rya: ,,.,.., Amount Due: $ 6,215.19 PEOPLE. POWER. POSSIBILITIES. P.O.Box 3456 • North Fort Myers,FL 33918-3455 Amount Of Payment: Remit To: DAVID DRAGO LCEC 5511 EVERGLADES BLVD N 433 NORTH 15TH ST NAPLES FL 34120 IMMOKALEE FL 34142-3445 CAO 16 C6 .m..w INVOICE: 23129 PEOPLE. POWER. POSSIBILITIES. P,O.Box 3455 • North Fort Myers,FL 33918-3455 Invoice Date: 03/22/2023 Terms: IMMEDIATE Due Date: 03/22/2023 Amount Due: $ 3,942.58 MARISOL FLEITES 6775 EVERGLADES BLVD N NAPLES FL 34120 Account: 30547 Description: WO 400727496 6775 EVERGLADES BLVD N - PV SYSTEM Page 1 of 1 DESCRIPTION I QUANTITY UOMI UNIT PRICE AMOUNT TAX POLE RELOCAT HOR 1.000 EA 3,942.5800 3,942.58 CONTACT DESIGNER: KENNY LEWTER 239-656-2383 MESSAGES Subtotal: $3,942,58 Job will be released for scheduling/construction upon receipt of Tax: $ 0.00 payment. Total: $ 3,942.58 Go to www.lcec.net and click Pay Now to pay using your Amount Paid: $ 0,00 checking or savings account. It's free and payments apply to Amount Due: $ 3,942.58 your account Immediately! Please use the account number on this invoice as it is different than your electric account number, and enter your name exactly as it appears on your invoice. Account: 30547 ^^^ Invoice: 23129 Due Date: 03/22/2023 Amount Due: $ 3,942,58 PEOPLE. POWER. POSSIBILITIES. P.O.Box 3455 ' North Fort Myers,FL 33918-3455 Amount Of Payment: Remit To: MARISOL FLEITES LCEC 6775 EVERGLADES BLVD N 433 NORTH 15TH ST NAPLES FL 34120 IMMOKALEE FL 34142-3445 CEO