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Backup Documents 03/26/2024 Item #16B 7 ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP 1 6 B 7 TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE Print on pink paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the County Attorney Office at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later than Monday preceding the Board meeting. ** ROUTING SLIP** Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the exception of the Chairman's signature,draw a line through routing_lines#1 through#2,complete the checklist,and forward to the County Attorney Office. Route to Addressee(s) (List in routing order) Office Initials Date 1. Felipe Baez De La Cruz Transportation Engineering FBC 3/29/2024 2. 3. County Attorney Office County Attorney Office Y)4)' 4. BCC Office Board of County �, // � Z�� Commissioners c.-cT b?,�,(may Y 5. Minutes and Records Clerk of Court's Office 11( ((( I 37 . r�GU 3� CC�� 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 addressees above may need to contact staff for additional or missing information. Name of Primary Staff Felipe Baez De La Cruz/Transportation Phone Number 239-348-1328 Contact/Department Agenda Date Item was 3/26/24 Agenda Item Number 16.B.7 Approved by the BCC Type of Document(s) Change Order#1 Unsuitable Material Number of Original 1 Attached Removal&Additional Contract Time Documents Attached PO number or account 4500218686 number if document is to be recorded INSTRUCTIONS & CHECKLIST Initial the Yes column or mark"N/A" in the Not Applicable column,whichever is Yes N/A(Not appropriate. (Initial) Applicable) 1. Does the document require the chairman's signature?(stamped unless otherwise stated) FB 2. Does the document need to be sent to another agency for additional signatures? If yes, N/A provide the Contact Information(Name; Agency; Address; Phone)on an attached sheet. 3. Original document has been signed/initialed for legality. (All documents to be signed by FB 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 N/A 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 FB 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 FB signature and initials are required. 7. In most cases(some contracts are an exception),the original document and this routing slip N/A should be provided to the County Attorney Office at the time the item is uploaded to the agenda. Some documents are time sensitive and require forwarding to Tallahassee within a certain time frame or the BCC's actions are nullified. Be aware of your deadlines! 8. The document was approved by the BCC on 3/26/24 and all changes made during the FB `t.' meeting have been incorporated in the attached document. The County Attorney Office has reviewed the changes,if applicable. 9. Initials of attorney verifying that the attached document is the version approved by the FB BCC,all changes directed by the BCC have been made,and the document is ready for the Chairman's signature. I:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04;Revised 1.26.05;2.24.05; 11/30/12;4/22/16;9/10/21 16B 7 Cof%�►� Procurement Services er County Change Order Form ®Contract Modification ❑Work Order Modification Contract#: 22-7976 Change 11: 1 Purchase Order#: 4500218686 Project#: 60168 Construction Services for Vanderbilt Beach Contractor/Firm Name: SACYR Construction USA LLC Contract/Project: Road Extension Project Manager Name: Felipe Baez De La Cruz Division Name: Transportation Management Services Original Contract/Work Order Amount $152,999,999.91 7/12/22#11.F Original BCC Approval Date; Agenda Item# Current BCC Approved Amount $152,999,999.91' 7/12/22#11.F Last BCC Approval Date; Agenda Item# Current Contract/Work Order Amount $152,999,999.91 9/26/2025 SAP Contract Expiration Date (Master) Dollar Amount of this Change 0.00% Total Change from Original Amount Revised Contract/Work Order Total $152,999,999.91 0.00% Change from Current BCC Approved Amount Cumulative Changes $ 0.00 0.00% Change from Current Amount Completion Date,Description of the Task(s)Change,and Rationale for the Change Notice to Proceed 9/12/2022 Original 9/26/2025 Last Approved 9/26/2025 Revised Date 3/18/2026 Date Completion Date Date <Includes this change) #of Days Added 173 Select Tasks ®Add new task(s) ❑ Delete task(s) ®Change task(s) ❑Other 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. A. Unsuitable Removal 1. This change order will utilize the Roadway Allowance in the amount of$790,742.31 to compensate for the removal and replacement of 13,972 CY of unsuitable material and will incorporate into the contract with a new pay item 9999-1. The unsuitable material exceeded the 12" maximum depth per FDOT Clearing and Grubbing specification 110-2.2, After further exploratory testing it was discovered that the material was not suitable to stay under the roadway bed and needed to be removed and replaced. 2. This change being requested was not included in the original contract because the unforeseen unsuitable material in wooded areas was not discovered during the project design. This area was not fully accessible during the design due to the heavy overgrowth of vegetation and equipment for subsoil explorations could not reach the area without clearing and grubbing. 3. If this modification is not processed the roadway would be constructed on unstable material and adversely affect the life of the roadway. Leaving unsuitable material under the roadway could further compromise drainage and infrastructure in the future and put the traveling public at risk of road failures. B. Additional Contract Time for Wildlife Survey (Gopher Tortoise Removal & Relocation),Weather and Holidays Thru January 16, 2024. 1. This change order will add ninety-six (96) days for the Wildlife Survey, thirty (30) days for inclement weather and sixteen (16) days for holidays, and thirty-one (31) days for extra work of unsuitable material removal for a total of one hundred and seventy-three (173) days to the original contract time (1,110 days), This change order is required to meet the requirements of FDOT Specifications 8-6.4, Suspension of Contractor's Operations- Holidays and Special events, and Specification 8-7.3 Contract Time Extensions, and Construction Service Agreement section 10. 2. The change being requested was not included in the original contract time because the schedule impacts are not predicted, and the presence of the Gopher Tortoises was not known. The tortoises were found during a wildlife survey performed in the beginning of the project. Work was halted in areas where active tortoise burrows were located which impacted the contractors work schedule. Controlling Items of Work were delayed from October 12, 2022, to January 16, 2023. Revised:01/1 412 02 1 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY Admin Ric OCC ES y ICAO 16B 7 3. If this modification is not processed the Contractor would not receive the days authorized by the contract documents and the County would be out of compliance. The cost of this change order amounts to a total of$790,742.31 utilized from the Owner Allowance-Roadway. (See further details in Exhibit A). The total additional days requested incorporates the unsuitable material removal, wildlife survey,weather days, and holidays for a total of one hundred and seventy-three (173) calendar days that will be added to the contract. • oleltelly signed by baezFollpo ■ DN.E+Folipe.Beoz@colliarcounlyll.gov,CN•DaoeFalipo, BaezFeli p e En Inae,tng,O llan Engineering nd Ma,Ounrer CM Transporlallon EN. a letip DUoz@colliar on and Mal,ab-ca,OU-GMD, OD-Divisions,DC=bca,OC=calllergnv,DC-net Prepared by: Dale:2024.01.3012:45.39-05'00' Date: (Felipe Baez De La Cruz, Project Manager II,Transportation Engineering) 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 r'Vendor/Consultant/ Design Professional arising out of or related to the change set forth herein, including claims for Impact and delay costs. ENRIQUE ALONSO Digitally signed by ENRIQUE ALONSO Accepted by: Date:2024.01.31 13:04:38-05'00' Date: (Enrique Alonso Zuniga, Country Manager, SACYR Construction USA LLC) ThomasMatthew Digitally signed by ThomasMatthew Accepted by: Date: 2024.01.30 15:25:09 -05 00 Date: (Matthew Thomas P.E,, Supervisor of Project Management,Transportation Engineering) AhmadJay Digitally signed by AhmadJay Approved by: Date: 2024.02.01 13:10:47 -05'00' Date: (Jay Ahmed P.E., Division Director,Transportation Engineering) Olgilelly signed by ScottTrinity Date`T202A92.05 Approved by: ta:04:�4.0500 Date: (Trinity Scott, Department Head,Transportation Management Services Department) McNealLindsey Digitally signed by McNealLindsey Approved by: Date:2024.02.13 11:46:52-05'00' Date: (Procurement Strategist, Procurement Services) Revised:01/14/2021 (Divisions who may require additlonat signatures may Include on separate sheet.) PROCUREMENT USE ONLY Admin R�° BCC ES 16B 7 ATTEST: BOARD OF COUNTY COMMISSIONERS Crystal K. 1inzel";, Pa•I<C.of Courts COLLIER C TY, FLORIDA { &Comptrol By: By: is Hall, Chairman Dated: (�:� (S ',L) tiAtttie'�Nas to Chairman's signature only Appr ed as for gality: By: Scott R. each Deputy County Attorney I 01 s 16B 7 Change Order/Amendment Summary COST TIME CO# AMD# Description Deductive Days New Justification Additive(+) Added Amount Leaving unsuitable material under the roadway could further Excavate unsuitable compromise drainage and 01 material and add $790,742.31 173 1283 infrastructure In the future and put embankment/fill the traveling public at risk of road failures. Revised:01/14/2021 (Divisions who may require additional signatures may Include on separate sheet.) PROCUREMENT USE ONLY Admin RpI BCC ES CAO 1 6 B 7 ieo ter county Transportation Management Services Department Transportation Engineering Division WORK DIRECTIVE CHANGE 22-7976-Construction Services for Vanderbilt Beach Road Extension CHANGE#02 DATE OF ISSUANCE: March 16,2023 EFFECTIVE DATE: March 16,2023 OWNER: Collier County Board of Commissioners PROJECT#: 60168 CONTRACTOR: SACYR Construction USA LLC ENGINEER/DESIGN PROFESSIONAL: Bill Gramer,P.E.,Jacobs You are directed to proceed promptly with the following change(s): Description: Excavate unsuitable soils,organic and plastic,from the area;STA 789+50 to 793+50,from the northern 1:2 Control Line to the southern 1:2 Control Line,to an average depth of 3 feet, Refer to the attached Geotechnical Report [ and field observations to determine excavation depths across the area.The excavation of the unsuitable soil will be paid as a new pay item(T&M) labeled subsoil excavation. Replace the material with embankment suitable for roadway construction. The embankment will be paid using unit price pay item 120-6A(REPLACEMENT FOR UNSUITABLE). Purpose of Work Directive Change: Unsuitable soils were discovered by the Contractor during clearing and grubbing operations.Soil analyses were performed by geotechnical engineering firms and the area found to be unsuitable to build roadway on. Per the FDOT Standard Plans 120-002,removal of the material is called for within the 1:2 Control Line. Attachments: Jacob's Geotechnical Report and Recommendations,FDOT Standard Plans 120-002 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 change(s). Method of determining change in Contract Price: Method of determining change in Contract Times: ® Unit Prices ® Contractor's records ❑ Lump Sum ❑ Engineer's record Other-T&M ❑ Other—No additional Contract Time is required Estimated increase in Contract Price $0, Estimated change in Contract Time: 21 days associated costs of this WD will be applied Increase by 21 calendar days. against the Owner's Roadway Allowance RECOMMENDED: AUTHORIZED: William Digitally signed by Th o m a s M atth Digitally signed by William Gramer ThomasMatthew Date:2023.03,21 Date:2023.03,22 07:32:14 By: Gramer 16:10:03-04'00' By: ew -04'00' Engineer Owner's Representative EA- O 16B 7 sacyr ENGINEERING AND INFRASTRUCTURES An Equal Opportunity Employer July 21', 2023 Mr. Felipe Baez Project Manager II Collier County,Transportation Engineering Division Vanderbilt Beach Project 2885 S. Horseshoe Drive Naples, Fl 34104 RE: Project Number 60168 — Vanderbilt Beach Project Extension Dear Mr. Baez: I, Enrique Alonso, authorized representative of Sacyr Construction SA, Inc. (the"company"), hereby certify that the following information is true and accurate to the best of my knowledge and belief: The following is a listing of on-site personnel and weekly rates: Description Rate/Hr. Carl Davis $ 44.20 Chris Slaby $42.50 Trace Roy $47.50 Tyrone Page $16.50 _.. _____---------...---- Richard Delarosa $20.00 Hunter Whiteaker $19.50 James Kelly $27.00 Joshua yree $26.00 Sincerely Erika Betancourt Rivera on behalf of Enrique Alonso Vice President of Human Resources sacyr ENGINEERING AND INFRASTRUCTURES 3191 Coral Way, Suite 510, Miami, FL 33145, USA CAO 16B 7 cVr2;nr ror. PROJECT NAME J Vanderbilt Beach Road Extension I Remove&Replacement of Material arising from D5C notice Quantity 1 LS ITotal Cost I$ 790,742.31 , a)labor -_ Description QTY Rate/Hr Regular Overtime Total Carl Davis-Working Foreman 1.00 $ 44.20 225 $ 9,945.00 Chris Slahy-Working Foreman 1.00 $ 42.50 4 _ $ 170.00 Trace Roy•Working Foreman 1.00 $ 47.50 8.5 $ 403.75 Tyrone Page-Operator 1.00 $ 16.50 166.25 $ 2,743.13 Richard Dolorosa-Operator 1.00 $ 20.00 145,5 $ 2,910.00 Hunter Whlteaker-Operator 1.00 $ 19.50 136,75 $ 2,666,63 lances Kelly-Operator 1.00 $ 27.00 30.5 $ 823.50 Joshua Tyree-Operator 1.00 $ 26.00 173.5 $ 4,511.00 DENSITY TESTING(Oc Inspector)-NO CHARGE SURVEY(Angel Peres-surveyor)-NO CHARGE Overtime-NO CHARGE Sub•Total 5 24,173,00 Cost to Employ-28.15% $ 6,804.70 Total Labor Cost $ 30,977.70 b)Equipment Description QTY Rate/Hr Hr Total Pickup Truck-1/2 Ton 1.00 $ 26.63 237.5 $ 6,324.63 007E6 071 1,00 $191.00 188 $ 35,908.00 EXCAVATORJO210 1,00 $117.30 143.5 $ 16,832.55 LOADER WA380 1.00 $ 97.17 __ _ 60 $ 5,830.20 OFFROAD HM400 1.00 $255,17 256 $ 65,323.52 ROLLER BOMAG W210 1,00 $116.10 100.5 $ 11,668,05 0O2ER 071-IDLE 1.00 $140,92 69 _ $ 9,723.48 EXCAVATOR JD210•IDLE 1.00 $ 60.94 105.5 $ 8,539.17 LOADER WA380-IDLE 1.00 $ 73.87 145 $ 10,711.15 OFFROAD HM400-IDLE 1.00 $196.22 207.5 $ 40,715.65 ROLLER BOMAG W210-IDLE 1.00 $ 71.67 139.5 $ 9,997.97 Total Equipment Cost $ 221,574,36 c)Material Description CITY Unit Price Tax Total Replacement Fill 29,230.56 TON $ 15.42 $ 450,735.24 Total Material Cost $ 450,735.24 di Subcontractor __, Description QTY Unit Price Tax Total Testing(To prove DSC) 1 L5 $ 17,126,29 $ 17,126.29 $ 17,126,29 Description Allowable Markup Amount Total Total Markup Total Labor Cost 10,0% $ 30,977.70 $ 3,097.77 Total Equipment Cost 10,0% $221,574.36 $ 22,157.44 , Total Material Cost 10,0% $450,735.24 $ 45,073,52 Total Subcontractor Cost 0 $ 17,126.29 $ - $ 70,328.73 TOTALI$ 790,742,31 (GA0 16B 7 H N m > O N U n @ O Q1 c o 4' r o H- in. U -o v . ' U1 U) }, 0 c f0 Cx CC O r-i U) O a) a) r I `) m co `) N ci) (• O U r- N a.) a) 40 c u m c {n s U a 0 n H :C c 2 0 0 0 co v c o v `u = ri a) c u d u It - O -0 '2 C .... a) a m O O OA O a) 1-d m ° .-1 �o O 0' 2 i >< ut U X C 0 a) m w o G) _ U U O ra .5 ` u C o CI U a c o d CU O c 4, V Ui C y T. c O r-I 0 ,-I m U >. m O m Lc ~ N O ' N N co N. O N N •61 a) C O di3O O 0 O bA N 00 N CJ O 'n d 2 o � aao as Cr 0 v) U c c ra CC )o u, ro ° 'C 0 v s 3`O• 2 3 o w -o _ @ @ °' ^ v U o ce v, v 'O vl c u cc O ro a o 0 v w _ u > z ri < N U a) m c L 61 7 .0.. O O B cfio O n. F- F- �•, ... 16B 7 Days Tracking Log VBR Ext -#60168 CONTRACT TIME ADDED DESCRIPTION ADDED DAYS REMARKS Wildlife Survey 96 October 12, 2022 to January16, 2023 Unsuitable 31 Days from T&M sheets Weather 30 NTP 9/12/2022 Thru 1/16/2024 Holidays 16 NTP 9/12/2022 Thru 1/16/2024 Total Days added 173 Contract Time 1,110 Original Date 9/26/2025 Revised Contract Time 1,283 Revised Date 3/18/2026 Holidays Tracking Log VBR Ext-#60168 Days Date Reason 1 11/11/2022 Veteran's Day 2 11/24/2022 Thanksgiving Day 3 11/25/2022 Day After Thanksgiving 4 12/23/2022 Christmas Eve 5 12/26/2022 Christmas Day 6 1/2/2023 New Year's Day 7 5/29/2023 Memorial Day 8 7/4/2023 Independence Day 9 9/4/2023 Labor Day 10 11/10/2023 Veteran's Day 11 11/23/2023 Thanksgiving Day 12 11/24/2023 Day After Thanksgiving 13 12/22/2023 Christmas Observe 14 12/25/2023 Christmas Day 15 1/1/2024 New Year's Day 16 1/15/2024 MLK Jr. Day CPO 16B 7 Weather Days Tracking Log VBR Ext -#60168 Days Date Reason 1 9/27/2022 Hurricane Ian 2 9/28/2022 Hurricane Ian 3 9/29/2022 Hurricane Ian 4 9/30/2022 Hurricane Ian 5 4/12/2023 Weather- Rain 6 4/17/2023 Weather- Rain 7 4/18/2023 Weather- Rain 8 6/5/2023 Weather- Rain 9 6/6/2023 Weather- Rain 10 7/3/2023 Weather- Rain 11 7/20/2023 Weather- Rain 12 8/4/2023 Weather- Rain 13 8/16/2023 Weather- Rain 14 8/29/2023 Hurricane Idalia 15 8/31/2023 Hurricane Idalia 16 9/18/2023 Weather - Rain 17 9/19/2023 Weather- Rain 18 9/20/2023 Weather- Rain 19 9/22/2023 Weather - Rain 20 9/26/2023 Weather- Rain 21 9/27/2023 Weather - Rain 22 9/28/2023 Weather - Rain 23 10/2/2023 Weather- Rain 24 10/13/2023 Weather- Rain 25 11/15/2023 Weather- Rain 26 11/16/2023 Weather- Recovery 27 1/8/2024 Weather- Rain 28 1/10/2024 Weather- Rain 29 1/11/2024 Weather- Rain 30 1/16/2024 Weather- Rain I 6 B 7 . nsm k. Lists. Lai—La l.xsU.S.,+N=a LULL—sit. rap. lmbft et,1.41,•00,1 0.1 na,lm,.w re,l•I,t tteetftel f.X�! I:Nil:1111AI.F:t,1.111:tale timid if 11mt en esItenll&woe Centvm Ms le a 4wted tablet end Uhl a vanto eaubnll lb.n opemnl amain eat Dr 6441nd IN.o Gird morning Nips, es xd spot.,IIII It the lebet burden,,?Oat mutt be tonpdaed on CO toil,(71 till)if?Dv need far Naha dew?,pleem iel me 1 ror, Svme,ely, /term:lltal ehint.tt&Ma ae be tte.,neer•td.:r> f ant:Tune at 0ecember 13.3033 4.13 PM Tetluen Pablo eIol 4le$f eµ1ll:ya:aSLLH Sub),m:Burden teto toner QMM 0Ne54s Wastrote .xwta L#hh Otte Nt4 Id Ott a..IGl euntO Do 0,?4,4vmron Lte rt it.a 40114;M.mt lit. p•14udt IMdGIPI I PLO Ymp1,5 S$714 1.3914 0,314 11414 0.5554 0.))14 0.9511 00114 0000 1.14% 3.791A 10114 0064, 70014_._...,.I1.15574 10 d Ilpa0e, ItAe Imam.d 11 M1e VreM1,'hds.letN.,e.to e,.�v.,lff("ret•. s0cyr fnl-I�nVrk yhtr.�,f. .. 4e1096.1 41)1471)dlei 4114nMt.ILO3761)te st.te,mn i:.aaDs xt llei Orel VI..I^/Darr,fur?sift Snot tt 000®C OI secvri19j CAA 16B 7 .i EMBANKMENT QUOTES SOURCE DATE UNIT PRICE YEAR YOUNG QUIST MINE 5/13/2022 $ 17.68 LEE MAR 5/13/2022 $ 16.21 Not All 2022 Sources were Available at the Moment when the Work directive was TOMAHAWK 5/13/2022 $ 16.31 executed but the prices related on the AGGRISOURCE 5/13/2022 $ 15.35 2022 k List, shows a tendency an the Average of LEE MAR 9/15/2022 $ 16.98 the Price. BG MINE 9/15/2022 $ 15.49 AVERAGE 2022 $ 16.34 SOURCE DATE UNIT PRICE BG MINE 1/25/2023 $ 15.49 QE SUNNILAND 1/25/2023 $ 15.56 EARTHTECH 1/25/2023 $ 15.50 846 MINE 3/30/2023 $ 15.42 2023 RANDALL BLVD FILL 4/19/2023 $ 15.97 AVE MARIA FILL DIRT 8/8/2023 $ 18.10 ALLICO MINE-CEMEX 9/14/2023 $ 16.75 AVERAGE 2023 $ 16.11 MATERIAL UTILIZED fs4G MINE (Screened Stint koc.x Material -S "O 42 Haul .tlr To al '15.42/Tor .. • GAO 16B 7 x � T. Disney Trucking & Grading, Inc. 6324 US HWY 301 S Riverview, FL 33578 TRUCKING Phone: (844) 258-7825 Customer Name: Job Information: QUOTE Sacyr Construction Vanderbilt Rd Naples, FL Date: 3/15/2023 Valid Through: 4/15/2023 Quoted By: Stephen Disney Terms: Net 30 HAULED FROM ITEM/SERVICE MATERIAL I HAUL UNIT I TOTAL 846 Mine Screened shot rock/FIII Dirt 10.42 5.00 TON 15.42 Signature of Acceptance Date Terms&Conditions: This quotation Is for goods named above.Payment on completed lobs Is due by terms listed above to avoid finance charges.Terms are net date of delivery.Payments are not continguint upon prime contractor being paid.Expired quotes are not valid and must be requoted prior to work commencing.Credit application must be on file In addition to the signed quote for work to commence, Fax:(800) 530-2126 Email:Sales@disneytrucking.com Website:www.disneytrucking.com sa cAO 16B 7 � .a�� .. @. ., °r.. v3�rawi`2�sue. r. ,,..�� T. Disney Trucking & Grading, Inc. �� 6324 US HWY 301 S Riverview, FL 33578 TRUCKINO Phone: (844) 258-7825 Customer Name: Job Information: ��{ ``)L = T E Sacyr Construction Vanderbilt Beach Rd 2023 22-7976 Date: 1/25/2023 Valid Through: 2/24/2023 BG MINE QE-SUNNILAND EARTHTECH uoted By; Stephen Disney Material-$7.49 Material-$8.56 Material-$ 160.501LD Terms: Net 30 Haul -$8.00 Haul -$7.00 Haul -$165.00/LD Total -$ 15.49/Ton Total -$ 15.56(Ton Total -$325.50/LD 1 LD HAS 21 TONS $15.50/TON look{ l l.ru'4o'�1.:l ltri MA'1LRIALr m"itli I ii1k'I` ' o ,ci Vulcan Alice All Materials 10,00 Ton 10,00 Stewart Mining Fill Dirt 5.00 10.00 Ton 15.00 BG Mine FDOT Base Rock 12,50 8.00 Ton 20.50 846 Mine FDOT Base Rock 13,00 7.50 Ton 20.50 BG Mine Fill Dirt 7.00 8.00 Ton 15.00 On Site Fill/Debris 75,00 Hourly 75.00 On site Asphalt 80.00 Hourly 80.00 On Site Concrete/Demo 90.00 Hourly 90.00 QE-Sunniland Fill Dirt 8.00 7,00 Ton 15,00 Tomahawk FOOT Bank&Shore 45.00 15,00 Ton 60.00 Tomahawk FDOT Ditch Lining 45,00 15.00 Ton 60,00 Tomahawk FDOT Bedding Stone 45.00 15.00 Ton 60,00 ' Earthtech Fill Dirt 150.00 165.00 Load 315,00 'Y-Y-Th'YY 846 MINE(Screened Shot Rock Material -$ 10.42 Signature of Acceptance Date Haul-5.00 Total 15.42/Ton. Terms&Conditions: -1`..•-.)"°• -X.- This quotation Is for goods named above.Payment on completed Jobs Is due by terms listed above to avoid finance charges.Terns are net date of delivery.Payments are not continguint upon from contractor being paid.Expired quotes are not valid and must be requoted prior to work commencing.Credit application must be on file In addition to the signed quote for work to commence,Fuel Surcharge currently applied to all haul cost. Fax:(800)530-2126 Email:Sales@disneytrucking.com Website:www.disneytrucking.com 16B 7 '•. a. t, .... ,..Ak0:- a*tea. o,,�, T. Disney Trucking & Grading, Inc. 6324 US HWY 301 S q° IDISN Riverview, FL 33578 T Ft U c KIN 0 Phone: (844) 258-7825 Customer Name: Job Information: QU •TE Sacyr Construction Vanderbilt Beach Rd 22-7976 Date: 5/13/2022 From 951 to 16th ST NE Valid Through: 6/12/2022 Lee Mar- Tomahawk- Quoted By: Stephen Disney Younquist Material-$160,5 Material-5192,8 Material-$9.57 Haul $ 180.00 Haul $ 150,00 Terms: Net 30 Haul -$8.10 Total - $340,5/Load Total - $342,6/Load Aggrisource- Total -$ 17.68/Ton Material-$5,35 1 Load has 21 Tons 1 Load has 21 Tons $ 16,21/Ton $16,31/Ton Haul -$ 10 $ 15,35/Ton , t,0.i,i,i;a A ITEM/SERVICE MATER a '"� p, lit,=f,_ a�� ' +, Aggrisource Fill Dirt 5.00 10.00 Ton 15.00 Tomahawk Fill Dirt 180.00 150.00 Load 330,00 Lee Mar Fill Dirt**When Available 150.00 180.00 Load 330.00 Younquist Fill Dirt 8.95 8.10 Ton 17.05 BG Mine Fill Dirt**When Available 7.00 8,00 Ton 15.00 BG Mine FDOT Base 12.00 8.00 Ton 20.00 BG Mine Commercial 57 Stone 24.00 8.00 Ton 32.00 Onsite Fill/Debris 70.00 Hourly 70.00 Asphalt Plant Asphalt 75.00 Hourly 75.00 Star Quarries Ditch Lining 40,00 35.00 Ton 75.00 Younquist Bedding Stone 50,00 8.10 Ton 58.10 Cemex Alico DOT 57 Stone 24.00 8.25 Ton 32.25 BG Mine Commerical Ditch Lining 28.00 9.00 Ton 37,00 Signature of Acceptance Date Terms&Conditions; This quotation Is for goods named above.Payment on completer)lobs is due by terns listed above to avoid finance charges.Terms are net date of delivery,Payments are not contingutnt upon from contractor being paid.Expired quotes are not valid and must be requoted prior to work commencing.Credit application must be on Mein addition to the signed quote for work to commence.Fuel Surcharge currently applied to all haul cost, I Fax:(800)530-2126 Email:Sales@disneytrucking.com Website:www.disneytrucking.com 1 Clay-' 16B 7 T. Disney Trucking & Grading, Inc. 6324 US HWY 301 S I DiSt.......201. 11 " 1" " Riverview, FL 33578 Phone: (844) 258-7825 Customer Name: Job Information: OTE Sacyr Construction Vanderbilt Beach Rd 2 J,tLJ 22-7976 Date: 9/15/2022 Lee Mar- HG MINE- Valid Through: 10/15/2022 Material-$176,55 Material-$7,49 Quoted By: Stephen Disney Haul -$ 180.00 Haul -$8,00 Total - $356,55/Load $ 15,49/Ton Terms: Net 30 1 Load has 21 Tons $ 16,08/Ton 1lAIti II Fro go ITEtvt/S[RVICE - r1 . HAUL, A` ' y` Vulcan Alico All Materials 10.00 Ton 10.00 I Lee Mar Fill Dirt 165.00 180,00 Load 345.00 BG Mine FDOT Base Rock 12.00 8.00 Ton 20.00 Cemex FDOT 57 Stone 25.00 8.25 Ton 33,25 BG Mine Fill Dirt 7,00 8.00 Ton 15.00 On Site Fill/Debris 75.00 Hourly 75,00 On site Asphalt 80.00 Hourly 80.00 On Site Concrete/Demo 90,00 Hourly 90.00 Signature of Acceptance Date Terms&Conditions: This quotation is for goods named above.Payment on completed Jobs Is due by terms listed above to avoid finance charges.Terms are net date of delivery.Payments are not continguint upon from contractor being paid.Expired quotes are not valid and must be requoted prior to work commencing.Credit application must be on file in addition to the signed quote for work to commence,Fuel Surcharge currently applied to all haul cost. Fax:(800)530-2126 Email:Sales@disneytrucldng.com Webslte:www,disneytrucldng,com €..) 16B 7 T. Disney Trucking & Grading, Inc. r) 6324 US HWY 301 S Riverview, FL 33578 T it U c I( I N 0 Phone: (844) 258-7825 Customer Name: Job Information: (41 TE Sacyr Construction Vanderbilt Beach Rd 2023-A3 22-7976 Date: 4/19/2023 Valid Through: 5/19/2023 Quoted By: Stephen Disney Terms: Net 30 Randall Blvd Fill Fill Dirt 220.00 100.00 Load 320.00 Material-S 23fi.40 Haul -$ 100.00 Total - $335.40/Load 1 Load has 21 Tons $ 15.97/1 on Signature of Acceptance Date Terms&Conditions: This quotation is for goods named above.Payment on completed Jobs Is due by terms listed above to avoid finance charges.Teens are net date of delivery.Payments are not contingulnt upon from contractor being paid.Expired quotes are not valid and must be requoted prior to work commencing.Credit application must be on file In addition to the signed quote for work to commence.Fuel Surcharge currently applied to all haul cost. Fax:(800)530-2126 Email:Sales@disneytrucking.com Website:www.disneytrucicing.com E;()) 16B 7 .6.a. . ..lww \ T. Disney Trucking & Grading, Inc. 6324 US HWY 301 S Riverview, FL 33578 TRUCKING �� Phone: (844) 258-7825 Customer Name: Job Information: • U E Sacyr Construction anderbilt Beach Rd 2023-Ave Mar 22-7976 Date: 8/8/2023 Valid Through: 9/7/20 23 Quoted By: Stephen Disney Terms: Net 3() HAIR Lit Iliorvt t 11i0 t Ave Marla Fill Dirt 215.00 150.00 Load 365.00 Material-$230.05 Haul -$150.00 Total - $380.05/Load 1 Load has 21 Tons $18.10/Ton • Signature of Acceptance Date Terms&Conditions: This quotation Is for goods named above.Payment on completed jobs Is due by terms listed above to avoid finance charges.Terms are net date of delivery.Payments are not continguint upon from contractor being paid.Expired quotes are not valid and must he regarded prior to work commencing.Credit application must be on file In addition to the signed quote for work to commence.Fuel Surcharge currently applied to all haul cost. Fax:(800)530-2126 Email:Sales@disneytrucking.com Website:www.disneytrucking.com CAQ 166 7 YOUNGQUIST BROTHERS ROCK,LLC January 1,2023 $30.00 FOR A TRANSPONDER.FOR SALES,CALL SHANNON 239-910-1025. ALL PRICES ARE PER'ION, PLUS A$3.00 ENVIRONMENTAL FEE PER LOAD,PLUS TAX, F11.1.DIRT S12.95 FOB Volinggn1st MASON SAND S14,95 FOIL Ynungqulst Tot'SOIL 514a; YOUNGOUIST Material-$ 14,009(Material + Taxi Env fee) ❑EACH SAND 514.95 Haul -$30.00 CONSTRUCTION SAND S1.1.95 Total $44.009/Ton PERC SAND 514.95 CONCRETE SAND S16.95 FOB\'nungulsl COMM 131 SCREENINGS S 16.95 FOB YoungquIsl FDOT 131 SCREENINGS SI7.95 FOB 1'ounggulst COMM 114 SCREENINGS(89s1131s) S39.95 FOB Ytntngqulst COMM RICE ROCK S28,95 FOB Youngqulst FOOT BASE ROCK S19.95 FOB Youngqulst DOUBLE CRUSH BASE 120CE S22,95 FOB Youngqulst COMM 89 STONE. S39.95 FOB Youngqulst FDOT 89 STONE S40.95 FOB Youngqulst COMM 67 STONE $35,95 FOB Youngqulst FOOT 67 STONE(SIA CODE 42) S39.95 FOB Youngqulst COMM 57 STONE S30,95 FOR Youngqulst FDOT 57 STONE $31,95 FOB Voungqulst COMM S STONE S31,95 FOR Youngqulst FDOT4 STONE S36.95 FOB Ynungqulst COMM 4 STONE S33,95 FOIL Youngqulst COMM 3 STONE S33,95 FOB\'oungqulst COMM 2 STONE $33,95 FOR Youngqulst COMM I STONE S42.95 FOR Ynungqulst COMM 3"-6"RII'RAP S49.95 FOB\'oungqulsl COMM 4"-8"RIP RAP S49.95 FOB Youngqulst 6"-I2"DITCH LINING(FDOT STOCK) FOB OB Ynungqulst 1-3 FT.BOULDERS nod CAP ROCK S99.95 FOB Youngqulst 4.6 FT.BOULDERS nuts CAP ROCK $199.95 FOB Youngqulst 1-YARD SUPERSACKS S41.95(Plus n S12 Deposit Per Bog) FOR Youngqulst FOOT BEDDING STONE S39.95 FOB\'ouugquisl WEIGHT SLIP S10.110(no On,no Iona fee) FOB Youngqulst PLANT ADDRESS: 15401 ALICO RD.,FORT MYERS,FL 33913 ALL PRODUCTS ARE SUBJECT TO AVAILABILITY. *THERE IS A 3%SERVICE FEE FOR CREDIT/DEBIT CARD PAYMENTS. GAO 1 6 B 7 i t 11 1 ' CTI-Construction Testing&Inspection,Inc. I n v°ice ..A .11. . .. 509 Sawgrass Corporate Parkway `°Q"""`k°r""q+A Lomita;Ina Date Invoice# 1 cillab0.nei Sunrise,FL 33325 12/15/2022 20173 RECEIVED BY l ')4'f''z' elll To '� , '�,PRO tf - Saoyr Construction USA,LLC nM "" `'A CON VENIENC.4 FEE WILL.HE ADDED 3191 Coral Way,Suite 510 COST CODE_; C1 —0 if .10ALI,IN VOI( FSPMD BY C1(1 19I"1 Miami,FL 33145 - '_ ' —- __ w' - CARD.Please call our office fur details, APPROVED BY;. � - / I-.. ENTERED F3Y; Terms Due Date Project No./Description PO No, Net 30 1/14/2023 11817-VBH-CON-00035-Vanderbilt VBIB-CON-00035 Item Description Quantity U/M Rate Amount T-267 Organic Content Ignition 23 40,00 920.00 M-145 Soils Classification 23 27.00 621.00 R-58 Dry Prep,of Disturbed Soils and Soils Aggregate 23 30.00 690.00 Samples for Test T 88-N Particle Size Analysis-No Hydrometer-Moisture 23 62.00 1,426.00 Only T-89 Liquid Limit 23 50.00 1,150.00 T-90 Plasticity Index 23 47.00 1,081.00 T-11 Amount Finer than 11200 23 36.00 828.00 T-27 :Sieve Analysis 23 60.00 1,380.00 T-265 Determination of Moisture Content of Soils 23 12.00 276.00 LUMP SUM _._.. t3E0rECHNICAL _____.. T_-_-� --..J�_ 2,950.00 — 2,950.00_.. LUMP SUM GEOTBCHNICAL 3,350.00 3,350.00 Professional Eng... Professional Engineer 17.25 95.00 1,638.75 CLERICAL SUB-TOTAL. 16,310.75 CLERICAL FEB CLERICAL FEE 5.00% . 815.54 CTI Lab under contract with Sacyr for this project f(., ��' f Ca , f, , ) 'Df) (.)4 Total $17,126,29 Phone# E-mail 9548356000 ptrueblood@ctilabs.net CAS 1 6 B 7 I r� Johnson Engineering Inc. Single project Agreement used to provide cost reasonableness SCHEDULE B—ATTACHMENT 1 CONSULTANT'S HOURLY RATE SCHEDULE Title Hourly Rate Principal $238 Senior Project Manager $201 Project Manager $165 Senior Engineer $175 _ Engineer $136 _.. Senior Inspector $117 Inspector $96 Senior Planner $164 Planner $130 Senior Designer $128 Designer $109 Environmental Specialist $120 Senior Environmental Specialist $156 Scientist/Geologist $115 Marine Biologist/Hydrogeologist $133 Senior Marine Biologist/Hydrogeologist $169 Senior GIS Specialist $149 GIS Specialist $114 Clerical/Administrative $73 Senior Technician $102 Technician $83 Surveyor and Mapper $142 CADD Technician $95 Survey Crew-2 Man $152 Survey Crew- 3 Man $185 Survey Crew-4 Man $218 Senior Architect $154 Architect $121 Lab/Materials Testing Fees/Rates To follow this page The above hourly rates are applicable to Time and Materials task(s) only. The above list may not be all inclusive. Additional hourly rates for other personnel may be added via an Amendment upon mutual agreement in advance and in writing by the parties. For Grant Funded Protects, the above hourly rates are for purposes of providing estimate(s), as required by the grantor agency. Page 22 of 30 t'SA_CCNA Single Project Agreement l2022_ver.I I €:') (;() 1 6 B 7 Johnson Engineering Inc. Single project Agreement used to provide cost reasonableness ATTACHMENT 2 TO SCHEDULE"B" LAB/MATERIALS TESTING FEES/RATES Item Unit a_ Unit Rate_ SOIL CLASSIFICATION TESTS Moisture Content(ASTM D-2216) Each $22.00 Organic Content(ASTM D-2974) Each $46.00 Sieve Analysis(AS FM D-42I, D-422) Each $69,00 Percent Fines(ASTM D-I 140) Each $48,00 Atterberg Limits(ASTM D4318) Set CEMICAL TESTS $151.00 H pH Water Each $12.00 Sulfate Each $60.00 Chloride Each $60,00 Soil pH Each $60.00 Resistivity Each •$67.00 Carbonate Content Each $161,00 Water Corrosivity Series(FM5-550, 551,552, 553) Each $195,00 Soil Corrosivity Series(FM5-550, 551,552, 553) Each $244.00 AGGREGATE TESTS Sieve Analysis of Fine Aggregate Each $84,00 Sieve Analysis of Coarse Aggregate Each $105,00 Fine Aggregate Each $158,00 Coarse Aggregate Each $158,00 Rip Rap(maximum 6-inch) Each $158.00 L.A. Abrasion Each $564.00 EARTH WORKS Standard or Modified Proctor Each $152.00 Limerock Bearing Ratio(LBR)Tests Each $507.00 Sieve Analylis Each $69.00 Organic Content Each $46.00 Moisture Content - Each $22.0() Atterberg Limits Set $151,00 Percent Fines Each $48,00 CONCRETE Cylindrical Concrete Specimens Cylinder $24.00 Mortar Cubes Cube $24.00 Grout Specimens —I Specimen $24,00 Cylinders Made by Others Cylinder $30,00 Flexural Strength of Beams Specimen $72.00 ASPHALT Technical Sampling Bituminous Paving Mixtures Hour $73.00 Bitumen Extraction and Aggregate Gradation Each $230.00 Bitumen Extraction(FM 5-563) Each $132.00 Aggregate Gradation(FM 11'030) Each $101.00 Laboratory Density Determinations by Marshal Method Each $230.00 (DA° CA0 � �� ~� o �� , | ! Johnson Engineering Inc. Single project AnU3eDl8Dt used h] provide cost reasonableness ! ' � Density Determination o[Cmcd_§pecimmm _ Gmk $45.00 Thickness Dotcno|nxJouoyComd Specimens _ Dock *|70O � In-Place Density?ugo(Nuclear DeooiU/ BuuksuuKu,��}�o6) — — — T�m�� — — | Hour $73.00 � Density Tests Bxoh $24.00 � Asphalt Plant or Roadway Inspector(Senior Inspector) Hour ' $96.00 C0K|NO ' Mobilization o[Cnrin8Equipment Popicot $220.00 Ooc'Mxo Coring Crew(8uninrTechnician) Hour $90.00 Two-Man Coring Crew(8cxior1ep|miciuo and 1eohoio|xo> Hour $163,00 ' Core oil Portland Cement Concrete(up N4'ioohdiameter) Coro $84.00 ' � Core oil Asphaltic Concrete(up to4-inohdiomctor) Core $70.00 Limumck Base Thickness Determination Hour $56.00 � PILE INSTALLATION& V|BRO COMPACTION/RCPLACGWN7 ' Monitoring oy|ux(uUxdoobyTechnician Hou, $100.00 � } ` ! | � | / � � i [^� �7 0CP,0 1 6 B 7 Universal Engineering agreement Exhibit I to Attachment B used to compare cost reasonableness Collier County Project No,60160:County Road No.062—Vanderbilt Beach Rood March 3,2023 From Collier Blvd.(CR 051)to 16th Street NE Proposal No.0514,0323.00002 1. Third-Party Resolution Lab Testing UES's scope of services includes performing the miscellaneous third-party resolution testing on an as needed basis.We understand the below rates are approved by Collier County for the scope of the project and match the unit rates provided in document titled "VBR Rate Schedule" (Schedule B—Attachment 1 &2). In general, UES anticipates the following services may be required: Schedule B-Attachment 1: Consultant's Hourly Rate Schedule Description Hourly Rate Principal $238.00 Hour Senior Project Manager $201.00 Hour Project Manager $165.00 Hour Senior Engineer $175.00 Hour Engineer $136.00 Hour Senior Inspector $117.00 Hour Inspector $96,00 Hour Enviromental Specialist $120.00 Hour Senior Enviromental Specialist $156,00 Hour Scientist/Geologist $115.00 Hour ClericaV Administrative $73.00 Hour Senior Technician $102,00 Hour Technician $83.00 Hour Lab/Materials Testing Fees/Rates To Follow This Page e2020 Unlversol roglneorIng Soioncoa All Rights R000fvod,SAL-000044R3 Pogo 3 of'7 16B 7 Universal Engineering agreement used to compare cost reasonableness Collier County Project No,00180;County Road No.882—Vanderbilt Beach Road March 3,2023 From Collier Blvd,(CR 051)to 16e Street NE Proposal No.0514,0323.00002 Schedule B -Attachment 2: Lab/ Materials Testing Fees/ Rates Item Unit Unit Rate SOIL CLASSIFICATION TESTS Moisture Content (ASTM D-2216) $22.00 Each Organic Content (ASTM D-2974) $46.00 Each Sieve Analysis (ASTM D-421, D-422) $69.00 Each Percent Fines (ASTM D- 1140) $48,00 Each Atterberg Limits (ASTM D4318) $151.00 Set CHEMICAL TEST pH Water $12.00 Each Sulfate _ .-`�._ Chloride $60.00 Each olo pH $60.00 Each S $60.00 Each Resistivity $87.00 Each Carbonate Content $161.00 Each Water Corrosivity Series (FM5- 550, 551, 552, 553) _ --' $195.00 Each Soil Corrosivity Series (FM5-550, 551, 552, 553) $244.00 Each AGGREGATE TEST Sieve Analysis of Fine Aggregate $84.00 Each Sieve Analysis of Coarse Aggregate — $105.00 Each Fine Aggregate $158.00 Each Coarse Aggregate $158.00 Each Rip Rap (maximum 6-inch) $158,00 Each L.A. Abrasion $564,00 Each EARTHWORKS Standard or Modified Proctor $152,00 Each Limerock Bearing Ratio (LBR) Test $507.00 Each Sieve Analysis $69.00 Each Organic Content ___ $46.00 Each Moisture Content $22.00 Each Atterberg Limits $151 00 Set Percent Fines $48.00 Each CONCRETE Cylindrical Conrete Specimens $24.00 Cylinder Mortar Cubes _ $24.00 Cube Grout Specimens $24.00 Specimen Cylinders Made by Others $30.00 Cylinder Flexural.Strengh of Beams $72.00 Specimen ASPHALT — —� Technical Sampling Bituminous Paving Mixtures $73.00 Hour Bitumen Extraction and Aggregate Gradation $230.00 Each Bitumen Extraction (FM 1-T030) $132.00 Each Aggregate Gradation(FM 1-T030) $101.00 Each *2020 Unlverael Englneoring Sclencea AU Rlghle Rasorvod.SAL-000044R3 Page 4 of 7 16B 7 Universal Engineering agreement used to compare cost reasonableness Collier County Project No.60166:County Road No.802—Vanderbilt Beach Road March 3,2023 From Collier Blvd (CR 051)to 10'h Street NE Proposal No,0514.0323.00002 Schedule B -Attachment 2: Lab/Materials Testing Fees/ Rates(Continued) Item Unit Density Determination of Cored Specimens $45.00 Each Thickness Determination of Cored Specimens $17.00 Each In Place Density Test(Nuclear Density Backscatter Method) Tenchniclan $73.00 Hour Density Test $24.00 Each Asphalt Plant or Rodway Inspector(Senior Inspector) $96.00 Hour CORING Mobilization of Coring Equipment $239.00 Project One-Man Coring Crew(Senior Technician) $90,00 Hour Two-Man Coring Crew(Senior Technician&Technician) $163.00 Hour Core on Portland Cement Concrete (Up to 4- inch diameter) -----__—. $84.00 Core Core on Asphalt Concrete (Up to 4- inch diameter) _ $79.00 Core Limerock Base Thickness Determination T $56.00 Hour PILE INSTALLATION&VIE3RO COMPACTION/REPLACEMENT Monitoring of Installation by Technician $100.00 Hour Billing will be for actual services performed per the unit fee schedule(s) presented above. The above unit rates and/or hourly rates do not include any overtime work. Overtime work (scheduled for before 7:00 AM or going past 4:00 PM Monday through Friday, more than 8 hours in one day, more than 40 hours in one week,or anytime on Saturdays, Sundays, or Holidays), will be charged at the standard rate times 1.5, Technician Time will be charged if the Contractor's work is not ready for testing/inspection upon arrival of UES's representative, or if our minimum testing frequencies specified herein cannot be achieved. A typed report, signed and sealed by a State of Florida Registered Professional Engineer will be provided. In accordance with Florida Statues Chapter 471 and the rules of the Florida Board of Professional Engineers (Chapter 61G15),a Professional Engineer is required to perform a thorough review of each report before affixing his seal and signing for certification for each report's validity. A fee equal to 10% of the total invoiced amount will be applied to each invoice for this mandated requirement. CONDITIONS AND QUALIFICATIONS Please note that UES's services do not include supervision or direction of the actual work.Also, be aware that neither the presence of our field representative nor the observation and testing by our firm shall imply UES's responsibility for defects discovered in the construction work. It Is understood that UES will not be responsible for job or site safety on this project. Job site safety will be the sole responsibility of the contractor. In this proposal the words"inspection"and"verify are used to mean observation of the work and the conducting of tests by UES to determine substantial compliance with plans, specifications and design concepts. These services Include an engineering technician or inspector,field sampling,travel,test equipment and a'typed report signed and sealed by a State of Florida Registered Professional Engineer. The rates for professional engineering services apply to report review, site visits and meetings, consultations, engineering letters, and letters of Intent and certification. *2020 Universal Engineering Sciences All Rights Reserved.SAL-000041R3 Pogo 5 of 7