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Backup Documents 02/09/2021 Item #16A17 ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLID 6 1 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 through#2,complete the checklist,and forward to the County Attorney Office. Route to Addressee(s) (List in routing order) Office Initials Date 1. 2. 3. County Attorney Office County Attorney Office C,141r- .31//4-/ 4. BCC Office Board of County "i Commissioners a 5. Minutes and Records Clerk of Court s Office c a-i2-a-i ta:3a .. 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 Jessica Arencibia/GMD 239-252-8345 Contact/ Department Agenda Date Item was 02/09/2021 Agenda Item Number 16A17 Approved by the BCC Type of Document APTIM WO—Collier Creek Number of Original 1 Attached Documents Attached PO number or account N/A number if document is to be recorded INSTRUCTIONS & CHECKLIST Initial the Yes column or mark"N/A"in the Not Applicable column,whichever is Yes N/A(Not appropriate. (Initial) Applicable) 1. Does the document require the chairman's original signature STAMP OK JA 2. Does the document need to be sent to another agency for additional signatures? If yes, JA provide the Contact Information(Name;Agency;Address;Phone)on an attached sheet. 3. Original document has been signed/initialed for legal sufficiency. (All documents to be JA 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 JA 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 JA 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 02/09/2021 and all changes made during JA N/A is not the meeting have been incorporated in the attached document. The County an option for Attorney's Office has reviewed the changes,if applicable. this line. 9. Initials of attorney verifying that the attached document is the version approved by the /A is not BCC,all changes directed by the BCC have been made,and the document is ready forth option for Chairman's signature. • line. I: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 16A17 Ann P. Jennejohn From: Ann P.Jennejohn Sent: Friday, February 12, 2021 2:11 PM To: 'ArencibiaJessica' Subject: Item #16A17 2-9-21 BCC Meeting (APTIM WO - Collier Creek) Attachments: Item #16A17 (2-9-21 BCC Meeting).pdf Good Afternoon Jessica, A signed copy of the document referenced above is attached for further processing. After obtaining the necessary signatures, please return a fully executed copy to wte, so we have a complete document in the 13oards records. Thank you! Ann Jennejohn 13MR Senior Deputy Clerk II 011 i cir a� Clerk to the Value Adjustment Board Office: 239-252-8406 Fax: 239-252-8408 (if applicable) Ann.Jennejohn@CollierClerk.com 'y. Office of the Clerk of the Circuit Court fFks`"��` '`� & Comptroller of Collier County 3299 Tamiami Trail, Suite #401 Naples, FL 34112-5324 www.CollierClerk.com 16A17 WORK ORDER/PURCHASE ORDER Contract t 8-7432-CZ"Professional Services Library Coastal Engineering Category" Contract Expiration Date:March 9,2025 This Work Order is for professional Engineering Services for work known as: Project Name:Collier Creek Final Permitting,Design,and Construction Services Project No:90072 .1 The work is specified in the proposal dated October 30,2020 which is attached hereto and made a part of this Work Order. In accordance with Terms and Conditions of the Agreement referenced above, Work Order/Purchase Order# is assigned to:APTIM Environmental&Infrastructure, Inc. Scone of Work:As detailed in the attached proposal and the following: * Task I Final Design and Engineering * Task 2 Final Permitting * Task 3 Stakeholder and Agency Coordination * Task 4 Bathymetric and Topographic Design Surveys * Task 5 Environmental Surveys * Task 6 Plans,Technical Specifications,and Bidding Assistance * Task 7 Construction Administration and Observation * Task 8 Post-Construction Reporting and Certification * Task 9 Sub-Contractor * Schedule of Work: Complete work within 485 days from the date of the Notice to Proceed which is accompanying this Work Order. The Consultant agrees that any Work Order that extends beyond the expiration date of Agreement 4 I S-7432-CZ will survive and remain subject to the terms and conditions of that Agreement until the completion or termination of this Work Order. GAP 16A17 Compensation: In accordance with the Agreement referenced above,the County will compensate the Firm in accordance with following method(s): Negotiated Lump Sum (NLS)®Lump Sum Plus Reimbursable Costs(LS+RC) Time& Material (T&M)(established hourly rate—Schedule B)❑ Cost Plus Fixed Fee(CPFF), (define which method will be used for which tasks)as provided in the attached proposal. Task 1—Final Design and Engineering $24,480.00 T&M/LS Task 2—Final Permitting $41,165.00 T&M/LS Task 3—Stakeholder and Agency Coordination $2,465.00 T&M/LS Task 4-Bathymetric and Topographic Design Surveys $43,195.72 T&M Task 5-Environmental Surveys $ 870.00 T&M • Task 6-Plans,Technical Specifications,and Bidding Assistance $18,584.00 T&M Task 7-Construction Administration and Observation $30,938.00 T&M Task 8-Post-Construction Reporting and Certification $10,890.00 T&M Task 9-Sub-Contractor $7,250.25 LS Total Project Fees: S179,837.97 PREPARED BY: 1 r f —iS<1 /Pio-Lo Andrew Miller,Principal Project Manager Date APPROVED BY: Amy Patterson,Department Director Date APPROVED BY:-/AVirt 0.:& Thaddeus Cohen,Department Head D to By the signature below,the Firm(including employees,officers and/or agents)certifies,and hereby discloses,that,to the best of their knowledge and belief,all relevant facts concerning past,present,or currently planned interest or activity (financial, contractual, organizational, or otherwise) which relates to the proposed work; and bear on whether the Firm has a potential conflict have been fully disclosed. Additionally, the Firm agrees to notify the Procurement Director, in writing within 48 hours of learning of any actual or potential conflict of interest that arises during the Work Order and/or project duration. 16A17 ACCEPTED BY:APTIM ► cut t ‘Infrastructure,Inc. da Jet ndrews atc 16A17 IN WITNESS WHEREOF,the parties hereto,have each,respectively,by an authorized person or agent,have executed this Work Order on the date and year first written below. ATTEST: BOA' I OF ! TY COMMISSIONERS ,Clerk of Courts COLLI ' 0. TY,FLORID By: By- ad/A18 M•� ,Chairman Dated: a ~I ' (SEAL) Name of Firm By: First Witness Signature rType/print signature and titter rType/print witness Hamer Second Witness rType/print witness namcr Ap j ved to Form and Legality: Assistant County Attorney Colleen (14 &re -t Print Name Item# ILe74-�-� Agenda9 — , Date Date 51.41 Rec'd Deputy Cle 4 1 Aat 16A17 APTI M 2481 NW Boca Raton Blvd. Boca Raton,FL 33431 Tel:+1 561 391 8102 Fax: +1 561 391 9116 A P T I M www.aptim.com October 30, 2020 Andy Miller, P.E. Principal Project Manager Collier County Coastal Zone Management 2685 S. Horseshoe Drive Naples, FL 34104 Re: Collier Creek Final Permitting, Design,and Construction Services Contract#18-7432 Dear Andy: This letter is in response to Collier County's(County)request for a proposal from Aptim Environmental& Infrastructure, LLC(APTIM)to support the County with final permitting,design,and construction services for Collier Creek. As the preliminary phase of work has been completed, this proposal will obtain necessary permits in order to implement the project along with providing the County with pre-, during-, and post-construction services.A detailed scope of work is attached in Exhibit A and an estimated project schedule is included in Exhibit D. Included as Exhibits are:Scope of Work(Exhibit A), Fee Proposal(Exhibit B), Rate Schedule(Exhibit C), and Subconsultant Proposal (Exhibit 0). We propose to perform these services on a time and material and lump sum basis not to exceed $179,837.97. APTIM will perform this work under the terms and conditions of Contract No. 18-7432-CZ dated March 10, 2020 and as amended May 2020 between the County and APTIM. Barring any unforeseen circumstances, all work will be completed within 485 days of receiving the County's Notice to Proceed. p9dafty sgned try Sincerely, MillerAndrewd"'""' '� pato�2020.11.W 09.07.57 Client Authorized Signature Nicole S. Sharp, P. Andrew Miller Coastal Restoratio Modeling Program Manager Printed Name Aptim Environment I&Infrastructure, LLC Principal Project Manager Title Au o Signature Beau C.Suthard Printed Name Program Director Title 10/30/2020 Date (EAU} i � 16A17 APTIM cc: Gary McAlpin, RE., Collier County Steve Keehn, P.E.,APTIM Beau Suthard, P.G., APTIM Debbie Neese,APTIM 1 2 I c 16A17 APTIM Exhibit A Collier Creek Final Permitting,Design,and Construction Services Collier County, Florida Scope of Work INTRODUCTION This scope of work for Aptim Environmental & Infrastructure, LLC (APTIM) details the development of the final engineering,design,and permitting for implementation of the Collier Creek project. This proposal F contains the tasks necessary to bring the project through construction. APTIM will assist the County in preparing for construction through the development of plans, technical specifications, and bidding assistance. APTIM will support the County's Inspection efforts during construction and will develop post- construction certifications as required by permits. In addition to the tasks above,the scope of work allows for contingency field data collection tasks, such as environmental or geotechnical investigations. Task 1 —Final Design and Engineering A preliminary design was completed in the previous phase of work, but it needs to be refined for permit drawings and construction plans.The final design will be based on the latest survey available.The design will include the lines, grades, volumes, amount of material required for the new channel, groin,jetty and disposal area. The design will include positioning a warning sign for the new groin and appropriates navigation markers for the new channel entrance. The new structures will be built with material salvaged from the existing groins to the extent possible, including sheet pile and stone. The dismantle of the existing structure will sort material by stone weight or serviceability of the sheet pile. The stone size design for the structures will be based on wave and current forces. The groin design will include estimates based on extending the mattress foundation outside the trunk and head of the structures. A review of the constructability for the channel excavation and removal of jetty's sheet piles will be made be made prior to construction. These recommendations will be incorporated into the permitting and subsequent plans and specifications. No additional modeling is expected, although accessing the modeling database and results may be needed to respond to requests for additional information from the resource agencies. The refinement of the permit drawings and construction plans described above will be done on a lump- sum basis by APTIM as detailed in Exhibit B. The refinement of the permit drawings will include coordination between the Senior Engineer with the GIS specialist to design site specific features for the project within AutoCAD Civil 3D. This will be an iterative process until the optimum design is achieved. Permit sketches will then be reviewed and signed and sealed by a Professional Engineer licensed by the State.The remainder of work for this task will be performed on a time and materials basis. Task 2—Final Permitting APTIM will act as the agent for the County throughout the permit application process for the proposed project. This task will include professional services to support permitting of the final selected plan developed in the previous phase of work. Draft permit drawings, supporting attachments, and required permit forms have been completed, but final quality control, edits and refinement are required prior to submittal. The permit application will include detailed drawings and description of the modified channel, removal of the existing jetty, construction of a new jetty and groin, and disposal of dredged material in an expanded offshore disposal area.The dredging plan will include material downdrift of the groin to mitigate a no net 3 0 1 6 A 1 APTIM loss of state lands criteria.The permit application will include a sand management plan to reduce excess loss of sand into the inlet. Information to be incorporated into the permit application shall include: • A description of the existing conditions • Historical background information • Justification of the maintenance dredging project at Collier Creek • A written description of the project's design features • Anticipated construction methods • Relevant environmental information • Relevant geological data • Permit drawings • Proposed sand management plan • Physical and Environmental Monitoring Plans • Copies of the Collier Creek Feasibly Report, Modeling Reports, and Management Plan as appropriate APTIM will submit the permit modification request on behalf of Collier County and assist with response to two (2) Request for Additional Information (RAI) from the permitting agencies to bring the permit request to completion. The description of existing conditions and research and reporting of historic background information and permits described above will be done on a lump-sum basis by APTIM as detailed in Exhibit B. Background research will include current conditions, project history and documentation, and analysis of erosionallaccretional trends since project implementation_ The remainder of work for this task will be performed on a time and materials basis_ Task 3—Stakeholder and Agency Coordination APTIM will continue to assist the County in their efforts to coordinate with local stakeholders. It is assumed that the Sand Management Plan is in final form and requires no further coordination under this task.Coordination with Rookery Bay and the Villa de Marco West Condominium is also anticipated during the permitting process. This task will allow for coordination and up to one teleconference or virtual meeting in order to address issues or concerns that may arise, The coordination and meeting with Rookery Bay detailed above will be done on a lump-sum basis by APTIM as detailed in Exhibit B. The remainder of work for this task will be performed on a time and materials basis. Task 4—Bathymetric and Topographic Design Surveys APTIM will conduct a bathymetric and topographic survey of selected cross sections and profiles from the project area_ The survey includes up to nine(9)cross sections of the new channel alignment between Station-2+00 to 11+06,five(5)beach profiles between H-14 to H-16,and two(2)tie lines in the channel. • in the Marco Point area, the MHW line and the continuous dark green vegetation line will be surveyed S between H-14 and H-16 (80.1 degrees). All pertinent cross sections will extend across the existing jetty footprint and will include a tie line at the old jetty crest. One survey line across Marco River will be conducted east of Collier Creek. A pre-construction survey will be conducted to support final design of the new groin and jetty. A limited survey of the proposed disposal area will be conducted with two tie lines across the deepest section's cross sections. The surveyor will develop a legal description suitable for easements to support construction of the channel, groin,jetty, and disposal area.All survey work will 4 1 LA" 16A17 AAPTIM be conducted under direct supervision of the of the registered Florida professional surveyor and mapper in compliance with Chapter 472 FS and 5J-12 FAC. Recent 2020 monitoring surveys from Hideaway Beach will be incorporated into the survey detailed above to avoid duplication. Task 5—Environmental Surveys A mangrove monitoring plan has been part of the Hideaway Beach Nourishment and Groins since 2012 in order to determine if there is any impact from the jetty. Due to shoreline changes, the extent of the mangroves has changed with time, and monitoring is required to determine the present location of the mangroves. It is assumed that the County will perform the actual survey for this task, which includes mapping the current location of the mangroves that has been completed as part of the FDEP approved monitoring plan at Marco Point. During the survey, the County observer will make a visual inspection of the mangrove shoreline and adjacent forest and make note of any signs of stress or damage to the mangroves. In addition,the vegetation on the state parcel at Marco Point has grown significantly and is now covered with a mixed variety vegetation with varying densities.The continuous dark green vegetation area at Marco Point will be surveyed by the County for delineation and characterized by a scientist in order to establish a baseline condition. An APTIM biologist will review the results of the County's survey and assist with questions and coordination as needed. Task 6—Plans,Technical Specifications, and Bidding Assistance APTIM will develop construction plans and technical specifications that will provide the necessary details to the Contractor to construct the project and adhere to permit conditions. It is assumed that the County will provide front-end documents, including general conditions, and provide the overall format of the contract documents such that the technical specifications can be incorporated without duplication or conflict in terms and conditions. The construction plans will include plan views and cross-sections sufficient for the construction of the project. The plans will provide survey control information which will allow the contractor to control and construct the channel.The spoil site will be delineated within the disposal locations allowed by FDEP and USAce permit conditions. Specifications developed for the project will include: Technical Specifications with Environmental Protection Summary. We will integrate the permit conditions into the work. The Engineer will provide plans and specifications in Acrobat and Word format.APTIM will submit copies of the construction plans and technical specifications to FDEP and request the Notice to Proceed. APTIM will assist the County in the selection of a dredge contractor for the project. APTIM will attend the pre-bid meeting by phone and assist the County in answering technical questions as needed during the bidding process. Once the bids have been opened, APTIM will assist the County in reviewing the bids and provide a recommendation to the County bases on a review of the submitted bids. Task 7—Construction Administration and Observation APTIM will attend the pre-construction meeting for the inlet dredging project organized by the County.An overview of the project and scope of work will be presented along with a review of the construction methodology,technical specifications and the schedule.The permits will also be reviewed and discussed. During this phase, the volumes will be updated by APTIM using the contractor's immediate pre- construction survey. 5 16A17 APTIM An APTIM engineer will advise County observers on technical matters. The inspection team will be led by County personnel,who will be responsible for reviewing all the contractor's daily progress and quality control reports, including turbidity and dredge positioning reports, and compliance with the plans and specifications to ensure proper removal and construction of the proposed project components. The County will be responsible to place those reports in the appropriate format and forward them to the FDEP weekly and at the end of the project in compliance with permit requirements. The APTIM observer will perform one(1)construction observation per month and report findings to the County and attend one(1) weekly meeting per week via teleconference. Payment requests and survey data will be reviewed and recommendations for payment will be made by APTIM during construction. Task 8—Post-Construction Reporting and Certification APTIM will develop and submit the post-construction engineering report to the FDEP within 90 days following completion of the post-construction survey, as required by the permit. The report will address compliance with the plans and specifications, and adherence to the applicable permit and approval conditions. The report will be based on the contractor's post-construction survey, which APTIM will use to verify dredge volume and stone removal/placement for final payment. APTIM will use the contractor's surveys to determine that no impediments remain within the new channel or over-dredge area. Project closeout and final certification will be completed for the project. Following notification by the Contractor that construction activities are deemed to be complete;the County will inspect the construction areas along with any staging areas used. If applicable,the County will develop a punch list of unfinished items and present it to the contractor. A final certification of the project will be prepared by APTIM, with input from the County inspectors. APTIM will provide a written statement of completion and provide the construction completion certification to the regulatory agencies based on contractor and county supplied information. Task 9—Subcontractor Coastal Protection Engineering LLC (CPE)will provide professional services in support of Task 2_ CPE will assist APTIM with continued support in order to obtain State and Federal permit modifications for the project. A Senior Marine Biologist will provide support in preparation of permit modification requests, response to a Request for Additional Information (RAI), and resource agency coordination. Assumptions No geotechnical coring is proposed for this scope of work as it is anticipated to not be required as all material is being removed from areas previously dredged in recent times. The County will provide all permit fees directly to the permit agencies and will be responsible for publication of any public notices. s CM) 16A17 ,Ott APTIM Exhibit B Fee Proposal 1 7 16A17 E31661T• E614141E0 F36 1.101.0ut Pal cots#Or[9L 111Yi1 i9tMTli140S3F.M WO COMICTROCTRw 3Ew6CE3 COLLAR COUNflYWW1 RE140.11004ENT rlmAeT.cemuna..lirw hO.I.IS AOTr !.� aawr £0� ' Swwn.r.a Orrr Swag icw C.wl Os 01.1wy T*4 Lane Sono Talon Tom Cost r ...nr Nan. Cw.. . 6T0 0 T•.MtJa •2 ma 3aeWM r.ww. LNanfr eyrr 31Md431a 06.44 , Pad Moen) 0w.) /14v11 6441.0 6444451 04.64 ,014146 6wa01 16a0 14..6 1 FI50D65la.44E444•44r66 f2644466 42 20 40 0 Si11.104 00 70.3416.60 2 76484.46400, 10.13336 04 26 6 50 6 04 40 6 636.66660 12.509.00 • 3 614111.141r W 06444 C4404a.44 Lpw 6 2 1 _ 11,071.00 56N.00 • Folys.trle.a T4044441614 01.1144541.414 30.13672 4 4 32 r6 036 12 40 $3165.22 • 6.+i.1....a3waF IAIN I 5620.40 4 P1.1..14401./3F444e..3.e..444 w36144 444144.4.4 016.16124 2. 6 50 60 1 6 114566.00 1 644654144TA,T144Y.644W Olrraba. 120.374A4 '20 4 00 Is 04036.00 , • r44147.466144344 04e41466444141641141a 214,321.44 16 2 49 4 44 10 310.000.00 I1750]! {+%vM,.nwl WE.LLCI A2L3.22 `lcl.dn fs.l.AwF Maori ar.4r4ft 212 45 10 ]St 02 1! 116 12 115 24 516''00 144.211.25 5117 3150 St<! 5120 3125 51A 5103 SM! 5115 57 'I 00 I.00 time a 15040.14 0.0 3141.454.12 151504 315.150 63J416 100.2.0 35.500 510.404 514.000 $t0440 $10.915,31.152 1161.65622 31027626 6446 fan 6641 31311123 TOT4 i11R47T.A 1 - -1-✓1JY-j ::.1? f!lve.erl -.. ps-1 J^1 + , p.. r.i .t�i -.1i}' { ii-e.:� i 41;f...I4)1.(-4,ALt.®-4.6424 :,,,--L4 ) N 4d,M Ure-4 Jo4-. or ?..a1: nt1-1.1Yo, G' i I fig)1a 16A17 EAoa 3-1 23TIWTS0 Wr UM F PROPOS.[O11 CGlli11 Ci ED11914LPE1MT310,OEIIWL AND COYSSUIC1704:E100110ES WYL11/11 CTNEIh BEACH RE[1p{✓A1A361T PROJECT,Comae,is 14T432 1 Ww SeSTNY Etter". ttn10["......., lass!Pads PtbnrJ S1S.gr wO 10 Swig SmenC1.S G! calico TUYM Cos lgi3•r i[ 5:.1[SM1 armo1 L1SIFt 6e[ttle TecNH[Yr Oren 1PS0i.3.1 piss/ Iltwnl P1•r.1 . fib...) .L11e3.1 fn..) 111re.1 11•10..1 100414 03.141 WW1, 20 4 T 2O 12 I FY1.lnriln awlWi.wi.v I 6 2 !Y dPrS0nl NJrA 4 1 2 ' 4 2 J SIJ1[S014r SlOJWS[TCw1iS.34 134.10 2 2 I - 1 3741Tmntk.nd TOSslrpi[O.eOn 314MT. SW $ PriiwS17137innp WO • mom,1r17N[y 9344137.7.au.W 0i3.:w Askew* VIM 7 Crwtntli[u AOmini.uri.0+M 0137rvS.o •M _ • 3e3074737K6777 Rapstirq end C•SSs.tien al• _ _ _ ..^_ I. EUYcvSV[rol'CPCLIcI WOO . 5,41no0.5Saw.w[ ,1 '3 5 4 24 0 14 1I 0 0 5 0 Sin. 4150 4145 $120 4125 S153 4 1103 4145 5115 573 Tint 2 P*NO.ley 1300 34,0 I 5750 4500 R1130 30 42,142 llll SO S0 S5T5 I 30 UM,40 UM 511,52500 TOTAL $11421.16 16A17 1A1.I5T6 EET1WTEDFEE PROPOSAL FOR COUIES CASES FERL PASTING,OENG4 AIa.00A1111NCTIONSESM6S COLDERGOLNRENC66ENMAEINUITPRD;GT,Comas 444.14-2452 PEPaS W1 1 - REIROURSERNE MOOR E01114.1E14S 7441E44. — L44je1 blimp I44441041 T.s 3/9aa[1 EFE 01,6 • D 921 {dP! Fi.etOge•a*GyraMil 2 Find PesnibAS J _ s Ss1Ele14ram1444.fCe S B I 'I 154....4e4r TegraFYcDuir6arwTa 12 12 496 2 9 s S E.Mroa.r.R.Bur { P1a..4,144..1EPb+Y-m/NYn..wl.w 1 1 1 C.nanal..AineYrEsemod Oarer.ElI s 5 6 6 E Pad IA Csasova R.p.45rC2f 1 SA t 1 1 1 6.iseraa6 11CPE,UCI 23 t2 496 6 ID 3 3 s36m 1165.00 30.445 i3.03 $12.00 s79000 3496.00 ST]Du0 S1.910.00 522012 3610.90 8120.CD 52.370 D0 s1.465.00 l i ..Ewa_.wlPeMs�..wr.oaHr.wrrteaw. —a+.a1.+.M0.rseG.E.aw..�.lrv.m®.Y ..rya. 16A17 APT1M Exhibit C Rate Schedule 8 CNC9 16A17 llV:uJ�fll GIvtlIV�JO I{!.QVOOLQU i ON/I-MV4YaI+OJVL Irumvulicoo SCHEDULE S-ATTACHMENT 1 RATE SCHEDULE This Hourly Rate Principal S231 Senior Project Manager S203 Project Manager —_. $160 --- _ Senior Engineer $177 Engineer $130 Senior Inspector $126 ____. Inspector --_ S93 _ Senior Planner $150 Planner $120 Senior Designer _ $140 Designer $105 Environmental Specialist_ $120 Senior Environmental Specialist - - 5167 Scientist/Geologist $115_T Senior Scientist/Geologist $153 Marine Biologist/Hydrogeologist $120 Senior Marine Biologist/Hydrogeologist $145 Senior GIS Specialist S155 GIS Specialist S11S Clerical/Administrative $73 Senior Technician $103 Technician $83 Surveyor and Mapper $125 CADD Technician $107 Survey Crew-2 man $145 Survey Crew-3 man $180 Survey Crew-4 man $215 Senior Architect $160 Architect $125 The above hourly rates are applicable to Time and Materials task(s) only. The above list may not be all inclusive. Hourly rates for additional categories required to provide particular project services shall be mutually agreed upon by the County and firm,in writing, on a project by project basis, as needed, and will be set forth in the Work Order agreed upon by the parties. ® Grant Funded: The above rates are for purposes of providing estimate(s), as required by the grantor agency. Page 2 or 3 First Amendment to Agreement U 18-7432-CZ Aplim Environmental&Infrastructure,LIC 'CAO 16A17 APTIM Exhibit D Draft Schedule 9 ICAO 16A17 APTIM Collier Creek Draft Project Schedule Task Start Stop Duration(Days) 1 NTP 0 0 0 2 Finalize Permit Application 0 45 45 3 Field Surveys 30 54 24 4 County Reviews Permit Application 45 55 10 5 Submit Permit Application to FDEP&Corps 54 60 6 6 FDEP Review 60 95 35 7 RAl#1 for FDEP and Submittal 95 155 60 8 Survey Project Area Channel,Structures etc. 95 140 45 9 Engineering 140 170 30 10 Prepare Plans&Specification 140 200 60 11 Bidding 200 245 45 12 Construction 245 425 180 13 Phase I:Remove Jetty Rock and Sheet Pile 245 315 70 14 Phase III Build Groin and New Jetty 315 385 70 15 Phase III: Dredge and Disposal 385 425 40 16 Post Construction Reporting and Certification 425 485 60 Note:The Corps permitting and RAl process is not predictable and start of construction will be determined based receipt of Corps Permit 10 .CM) 16A17 APTIM ► Exhibit E Subconsuttant Proposal • ► ► f 11 I I 'LAO 1 16A17 COASTAL PROTECTION ENGINEERING 5301 N.FEDERAL HWY,SUITE 335 CiAi*F BOCA RATON,FL 33487 $NiNEFRINi EraiNt l°x 561-565-5100 September 24,2020 Revised October 20,2020 Nicole Sharp,P.E. Coastal Restoration&Modeling Program Manager Aptim Environmental&Infrastructure,LLC Submitted via email to Nicole.Sharp@aotim.corl Re: Proposal to Assist with Collier County,Collier Creek Project Dear Nicole, This proposal is in response to Aptim Environmental&Infrastructure's(APTIM)request for Coastal Protection Engineering LLC(CPE)to assist APTIM with continued support to obtain state and federal permit modifications for Collier County's Collier Creek project.A CPE Senior Marine Biologists will provide support in preparation of permit modification requests,response to a Request for Additional Information{RAI),and agency coordination. Our fee proposal to provide these services is$6,905.00 as detailed in the attached and will be billed on a lump sum basis.All work will be performed in accordance with the existing Master Service Agreement between APTIM and CPE executed July 24,2019.This cost is limited to a projection of hours and estimate of effort based on information known at this time.Should the project or client require additional services beyond these estimated hours,we will discuss adjustments with APTIM as deemed appropriate. if you have any questions,please feel free to contact me directly at 954-551-2594. Sincerely, Pur►tn.Fi.rei:A Lauren Floyd Senior Marine Biologist Coastal Protection Engineering LLC Mobile:954-551-2594 lfioyd@coastalprotectioneng.com 16A17 COASTAL PROTECTION ENGINEERING Evans Page 12 Pp1t0IMN ENIIMr Attachment 1 !! • } CA°. i6 A 1 ? Quote No. 2020086 Submitted to: Provided by: APTIM Environmental&Infrastructure LLC Coastal Protection Engineering LLC 2481 NW Boca Raton Blvd,Boca Raton, 5301 N.Federal Hwy,Suite#335 Florida,33431 Boca Raton,FL,33487 Client Contact: Project manager: Nicole Sharp Lauren Floyd nicole.sharp@aptim.com Phone:+19545512594 E-mail:Ifloyd@coastalprotectioneng.com Project Name: Date: 10/13/2020 Collier 18-7432CZ(2020)-Senior Marine 50 138.10 6,905.00 Biologist ELF) Subtotal: 6,905.00 Tax: 0.00 Total(USD): 6,905.00 5`i. 7, 7St;_ ' A 16A17 Co ier County Adrinisbative Services Department Prc•ourarrksiltSer esoiv;sion Direct Select Form Request Date Contract No. Proposal Cost Estimate _ Construction Cost Estimate _ 10/2/20 18-7432-CZ $156,520.67 N/A Requested By(Use name as it appears in Outlook): Division 1 Department: Andrew Miller Coastal Zone Management Administrative Agent(If different from Requester): Library Category: Coastal Engineering Vendor Name: Aptim Work Assignment Title: Final Design & Permitting for Collier Creek Channel Improvements Description of Requested Services: Final design and permitting for the channel improvements to Collier Creek based on Collier Creek Modeling Study performed by Aptim last year. • Justification: Q Past experience with project (Select all that apply and explain Q Continuation of previous work assignment below) 0 Unique qualifications ❑ Other Comments I Explanation of Direct Select: Aptim worked closely with the County, Marco Island I Hideaway Beach, and permitting agencies performing the Collier Creek Modeling Study in 2019/2020 and is best suited to provide final design and permitting based on the earlier effort. uestor Andrew Miller Signature:MilterAndrew""`"""""" eq ow.w2o,o.oao7,t:m Date: o4nv amour is.*a Division Director: Amy Patterson Signature:Patterson_ao,,,, ptpadt5:.So5 Date: -Ge•oa ,.d elowCathe `p ar Procurement Director: Signature:rine :xo.,00eswasas Date: • +4t 1