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12/15-07 Exfiltration Trench & Pond Mod. 1st Supplemental I Gott ooURTd Kevin Madok CPA ,''' r..f Clerk of the Circuit Court& Comptroller—Monroe County, Florida DATE: April 26, 2019 TO: Beth Leto, Airports Business Manager I f FROM: Pamela G. Hanc• �1�.C. SUBJECT: April 17°'BOCC Meeting Attached are electronic copies of the following items for your handling: C13 Change Order No. 9 with Charley Toppino& Sons, Inc. awarding Bid Additive #2 in the amount of$406,510.40 for the Key West International Airport Drainage Improvements Project Phase 2 &3. Total project cost to be funded by the FAA Grant 37-56 (90%) and Airport Operating Fund 404 (10%). C18 Time Extension only (no increase in original cost) with Jacobs Project Management Co. for Task Order No. 12/14-47 Services Authorized: Supplemental 2- EYW Master Plan Update at Key West International Airport. C19 Time Extension only (no increase in original cost) with Jacobs Project Management Co. for Task Order No. 12/14-64 Services Authorized: Supplemental 1- Strengthen/Rehabilitate Commercial Apron Construction Support and RPR Services at Key West International Airport. C20 Time Extension only (no increase in original cost) with Jacobs Project Management Co. for Task Order No. 12/14-66 Services Authorized: Supplemental 1- Drainage Improvements Phase 2&3 Construction Support and RPR Services at Key West International Airport. C21 Time Extension only (no increase in original cost) with Jacobs Project Management Co. for Task Order No. 12/14-67 Services Authorized: Supplemental 1-MTH Master Plan Update at The Florida Keys Marathon International Airport. C22 Time Extension only (no increase original cost) with Jacobs Project Management Co. for Task Order No. 12/15-07 Services Authorized: Supplemental 1-MTH Exliltration Trench and pond Modification at The Florida Keys Marathon Airport. C25 Jacobs Project Management Co.'s Task Order#12/15-49 in the amount of $120,110.00 for Supplemental No. 1-Master Plan Update for the Key West International Airport, to be funded by FDOT Grant G0E77 (50%) and PFC #15 (50%). Should you have any questions,please feel free to contact me at (305) 292-3550. cc: County Attorney Finance File KEY WEST MARATHON PLANTATION KEY PK/ROTH BUILDING 500 Whitehead Street 3117 Overseas Highway 88820 Overseas Highway 50 High Point Road Key West,Florida 33040 Marathon,Florida 33050 Plantation Key,Florida 33070 Plantation Key,Florida 33070 305-294-4641 305-289-6027 305-852-7145 305-852-7145 MASTER AGREEMENT FOR PROFESSIONAL SERVICES TASK ORDER FORM Effective Date Upon Execution Task Order No. 12/15-07 . 43-m 1511r-53O49D Client Project No. c 31a Engineer Project No. E9Y16707 (S1) . This Task Order is entered into on the effective date noted above pursuant to the "Master Agreement for Professional Services" between Monroe County, Florida ("Client") and JACOBS PROJECT MANAGEMENT CO. ("Consultant"), dated February 15, 2017 ("Agreement"). The Agreement is incorporated herein and forms an integral part of this Task Order. Services Authorized — Supplemental No. 1 — MTH Exfiltration Trench and Pond Modification Client authorizes Consultant to perform the Services described in Exhibit A attached hereto and incorporated herein, which Exhibit A is marked with the above noted Task Order No. and consists of 6 • page(s). Pricing N/A Time and Expense per Agreement and Appendix B to the Agreement. X Firm Fixed Price of$ 130,284.00 . N/A Other (Describe): Schedule (THIS IS A TIME EXTENSION REQUEST) Services may commence on_Execution (Date approved by Monroe County, L '/2017 -�: tg, ' will cease by 1 460 days ,:;,i'sf'/____11,-,--- A ) , ‘t,..; z ,,..... , 3 ., 1=__.- 7,--- ,r„ 4,- , . BOARD OF COUNTY COM SSIONaRS `- �yV t: V1N MADOK, CLE OF MON'OE COUNTY, FL*A-: ?t' Fr, • ram o / r 71 =3. By / `I nlifc4 Mayor/Chairman c.�'., CONSULTANT: ,,; co JACOBS PROJECT MANAGEMENT CO Niligl1110 By Ce.....-... V.P. Geograp,p. al Operations Mana• Witn-' � �`% Title • _ EY MD / / 'l-•eAV•RM •;r='J.MERCADO File: MSTR APS-Monroe County ASS .. 7 Page lof1 '. e Exhibit A—Scope of Work(12/15.07) Monroe County The Florida Keys Marathon International Airport Exfiltration Trench and Pond Modifications SCOPE OF WORK The Florida Department of Transportation(FDOT)maintains two(2)dry detention ponds on Airport property at the Florida Keys Marathon International Airport(MTH)that treat runoff from Overseas Highway(US 1). One pond is located on the west end of the Airport and the other on the east end of the Airport. The FDOT ponds are located within easements granted to the FDOT by Monroe County,the owner and operator of MTH. Jacobs recently completed a study evaluating three options to reduce or eliminate the footprint of the pond on the west end of the Airport. Reducing or eliminating the footprint of this pond would free up land to become available for aviation-related development. After evaluation of the three options,the recommended option included reducing the west pond size along with the installation of a new exfiltration trench. The exfiltration trench will serve as new outfall location for stormwater runoff thus allowing the west pond size to be reduced. Jacobs will provide professional services to develop construction plans for the implementation of this recommended option. ARTICLE A—DATA COLLECTION 1. Jacobs will coordinate with the survey subconsultant to obtain the required existing topographical survey information. This information is further defined below and in the survey subconsultant's scope attached with this document. 2. Jacobs will coordinate with the geotechnical subconsultant to obtain the required geotechnical information. This includes soil borings and soil infiltration tests. This information is further defined below and in the geotechnical subconsultant's scope attached with this document. 3. Perform a detailed survey that will consist of obtaining existing topographic survey of the existing pond,adjacent pond basin, and existing drainage outfall system. 4. Perform geotechnical analysis consisting of the following: A. Provide four(4)Standard Penetration Test(SPT)borings to a depth of 15 feet. B. Perform three(3)Constant Head Tests to a depth of 15 feet. C. Perform one(1)double-ring infiltrometer(DRI)test. D. Provide groundwater elevation at each soil boring location. E. Provide calculated values for porosity, permeability,and hydraulic conductivity. F. Provide geotechnical report providing soil descriptions, boring logs, and all test results. Services for Article A will be provided under a lump sum basis. Page 1 of 6 ARTICLE B—50% Design The 50%design package will be based on the previously prepared study of pond size options noted above. Additional tasks necessary to develop 50%construction drawings will be completed as follows: 1. Develop an outline of specifications. 2. Develop the Engineer's Report to 50%completion. 3. Develop the construction drawings to include the following: -Cover -Sheet Index • -General Notes - Project Layout - Part 77 Contours and Safety Details - Phasing and Erosion Control - Existing Conditions and Survey Control -Soil Borings -Geometry Plan-West Pond -Geometry Plan- Exfiltration Trench 4. Based on the information obtained in Article A, Jacobs will perform stormwater modeling calculations to determine the size of the reduced west pond and the length of exfiltration trench required. 5. Jacobs will prepare a rough order of magnitude cost estimate for the construction of the exfiltration trench, related infrastructure improvements,and the reduction in footprint of the west pond. 6. Jacobs will meet with FDOT and attend a pre-application meeting with the South Florida Water Management District(SFWMD)separately to review the 50%submittal package and incorporate any comments or feedback in the next design submittal. 7. Conduct an in-house QA/QC review. The in-house QA/QC check will involve an experienced independent individual, depending on each discipline,to conduct a comprehensive check on all documents to be submitted(i.e.plans, specifications, estimates, etc.). Time will be required for engineers and CADD technicians to correct items listed under the in-house QA/QC review. 8. Meet with Airport staff to review the 50%submittal. 9. Address the 50% review comments. 50% Design Deliverables FDOT: 2 half size copies of 50%plans, an outline of the technical specifications, and the Preliminary Engineer's Report with cost estimate. Page 2 of 6 County: 2 copies of the 50% plans(1 full size; 1 half size); an outline of the technical specifications, and the Preliminary Engineer's Report with cost estimate. Services for Article B will be provided under a lump sum basis. ARTICLE C—90%Design The 90%design package will be based on the 50%design submittal package. Additional tasks necessary to develop 90% construction drawings will be completed as follows: 1. Develop 90%technical specifications. 2. Incorporate County'front-end'specifications in to Project Manual 3. Develop the Engineer's Report to 90% completion. 4. Develop the Cost Estimate for 90%completion. 5. Develop and submit a Construction Safety and Phasing Plan(CSPP)to FAA. 6. Develop and submit a 7460 form and exhibit to FAA. 7. Develop the construction drawings to include the following: -Cover -Sheet Index -Summary of Quantities -General Notes - Project Layout -Part 77 Contours and Safety Details -Phasing and Erosion Control • -Existing Conditions and Survey Control -Soil Borings -Geometry Plan-West Pond -Geometry Plan-Exflltration Trench -Grading Plan—West Pond -Grading Plan—Geometry Plan -Cross Sections—West Pond -Drainage Details -Erosion Control Details 8. Jacobs will finalize the stormwater modeling calculations, the size of the reduced west pond, and the length of exfiltration trench required. 9. Submit the 90% review package to FDOT and the permit application package to SFWMD and incorporate any comments or feedback in the next design submittal. 10.Conduct and in-house QA/QC review. The in-house QA/QC check will involve an experienced independent individual, depending on each discipline,to conduct a comprehensive check on all documents to be submitted(i.e. plans, specifications, estimates, etc.). Time will be required for engineers and CADD technicians to correct items listed under the in-house QA/QC review. Page 3 of 6 90% Design Deliverables FDOT: 2 half size copies of plans;and a CD contianing the drawings, project manual and specifications, and Engineer's Report with cost estimate. County: 2 copies of plans(1 full size; 1 half size); 2 copies of project manual and specifications; 2 copies of Engineer's Report with cost estimate. Services for Article C will be provided under a lump sum basis. ARTICLE D—Final Design The final design package will be based on the 90%design submittal package. Additional tasks necessary to develop final construction drawings will be completed as follows: 1. Finalize the technical specifications. 2. Finalize County'front-end'specifications in the Project Manual 3. Finalize the Engineer's Report 4. Finalize the Cost Estimate 5. Finalize the construction drawings: -Cover -Sheet Index -Summary of Quantities -General Notes - Project Layout -Part 77 Contours and Safety Details -Phasing and Erosion Control -Existing Conditions and Survey Control -Soil Borings -Geometry Plan-West Pond -Geometry Plan- Exfiltration Trench -Grading Plan—West Pond -Grading Plan—Geometry Plan -Cross Sections—West Pond - Drainage Details - Erosion Control Details 6. Based on the information obtained in Article C, Jacobs will finalize the stormwater modeling calculations and finalize the size of the reduced west pond and the length of exfiltration trench required. 7. Conduct and in-house QA/QC review. The in-house QA/QC check will involve an experienced independent individual, depending on each discipline, to conduct a comprehensive check on all documents to be submitted(i.e. plans, specifications, estimates, etc.). Time will be required for engineers and CADD technicians to correct items listed under the in-house QA/QC review. Page 4 of 6 Final Design Deliverables FDOT: 2 half size copies of plans; and a CD contianing the drawings, project manual and specifications, and Engineer's Report with cost estimate. County: 2 copies of plans(1 full size; 1 half size);2 copies of project manual and specifications; 2 copies of Engineer's Report with cost estimate. Services for Article D will be provided under a lump sum basis. Article E—Bid Phase Services Upon completion of the construction documents and at the request of the Airport, Jacobs will prepare the project documents for bidding.Jacobs will perform bidding support services,the following terms will apply: A. The County appoints Jacobs as its Agent,and Jacobs accepts such appointment to perform bid/procurement services on the County's behalf in connection with the project. B. Such services shall be performed under the County's direction and in accordance to such forms,terms and conditions, or modifications or revisions to same as the County may in its sole discretion at any time instruct Jacobs to use.All services shall be carried out in accordance with the procedures mutually agreed upon by the County and Jacobs. C. Jacobs shall not have authority to accept or bind the County in any way to changes, modifications, revisions, alterations,amendments, or supplemental, additional, or different terms and conditions(hereinafter referred to as"deviations")which may be submitted or requested by a vendor or contractor.Jacobs shall immediately submit any deviations from the County's standard terms and conditions to the County for review by the County's Purchasing Manager or their representative and such deviations shall not be accepted by Jacobs unless Jacobs receives express written approval thereof from the County's Project and/or Purchasing Manager or their representative. D. All documents issued by Jacobs hereunder shall be signed by Jacobs for the County if so directed.The ownership and title of all items purchased hereunder shall pass directly from the selling party to the County, and Jacobs shall at no time be a party to such transaction other than as agent of the County.The County shall have the unilateral right to have the commitment authority of Jacobs, its employee or this limited agency authorization in its entirety revoked and cancelled at any time,with or without cause.The County shall be obligated directly to the selling party for all payments for materials, equipment, supplies and services procured hereunder. E. The County shall hold Jacobs and its employees harmless from any claims,suits or liabilities arising out of any breach or other failure of Page 5 of 6 performance by any contractor, vendor or supplier under any contract or purchase order issued by Jacobs hereunder. The following tasks will be performed as part of the bid phase services: 1. Coordinate with the County Purchasing Department and the Airport to advertise for bids and provide electronic copies of the bid documents to the County. 2. Prepare for and attend a project pre-bid conference 3. Prepare responses to address requests for information from prospective bidders 4. Prepare and coordinate the issuing of two(2)addenda with the County purchasing department and revise bid documents as necessary for the addenda. 5. Review bids for responsiveness and prepare a bid tabulation 6. Prepare an award recommendation letter based on review of the bid information submitted and available funding. 7. Prepare conformed contract documents. 8. Prepare construction contract. ASSUMPTIONS • The design will be in accordance with the most current FAA-AIP Advisory Circular listing dated February 11, 2015. • DEP and ACOE permits are not required based on the current scope of the project. • Services not included in our scope of work include, but are not limited to,the following: -Construction phase services(Construction phase services will be included as part of a separate purchase order.) -Escort services for the surveyor and geotechnical consultant -Special services not listed above. -Other services not described in our scope of work. PROJECT SCHEDULE: The tentative complete project schedule is as follows: Item Duration (Calendar Days) Article A- Data Collection 30 Article B- 50% Design 60 Article C-90% Design 60 Article D- Final Design 30 Article E- Bidding To be coordinated with County Purchasing Department Page 6 of 6 JACOBS ENGINEERING GROUP Monroe County Airport: The Florida Keys Marathon International Airport Project: Exfiltration Trench and Pond Modifications(12/15-07) FEE SUMMARY BASIC SERVICES Hours Fee Article A:Data Collection 32 $ 32,515 Article B:50%Design 296 $ 40,493 Article C:90%Design 310 $ 35,938 Article D:Final Design 76 $ 8,048 Article E:Bidding Phase Services 88 $ 13,290 TOTAL BASIC SERVICES LUMP SUM PROJECT FEE 120 $ 130,284 JACOBS ENGINEERING GROUP JOB HOUR AND FEE ESTIMATE Monroe County Airport: The Florida Keys Marathon International Airport Project: Exfiltration Trench and Pond Modifications(12/15-07) Article A:Data Collection Sr Proj.. „8r. i •Project `, Sr CARD WORK ITEM. ' • Manage'. Engineer Engineer,` Engineer. Destgise.r Tech. ©eiicil4 ,`OTAL Coordinate with Survey and 16 16 32 Geotechnical Subconsultants 2 Perform site survey See surveyor subconsultant below 3 Perform geotechnical site work See geotechnical subconsultaat below TOTAL HOURS 0 0 16 16 0 0 0 32 RATE S 174.00 S 147.00 S 112.00 S 93.00 S 76.00 S 101.00 S 54.00 -- PAYROLL ESTIMATE S - S - S 1,792 S 1,488 S - S - S - S 3,280 Task Subconsultants TOTAL PAYROLL S 3,280 Tierra(Geotecbnlcal Subconsultnnt): S 10,480 Subconsultants S 27,321 Expenses S 1,914 Avirom(Survey Subconsultant): S 16,841 Lump Sum Fee Total S 32,515 Total Subconsultants: S 27,321 Task Expenses: TOTAL FEE $ 32,515 1 Rental Car(2 visit @ 565/visit) S 130 1 Gas for Car Rental On-Site S 80 1 Airfare(5650 round trip per person) S 1,400.00 1 Lodging/Meals Per Diem(S304 S 304.00 Reproduction/Misc. S - Total Expenses S 1,914.00 JACOBS ENGINEERING GROUP Monroe County Airport: The Florida Koys Marathon International Airport Project Exfltratlon Trench and Pond Modifications(12/15-07) Article Br 50%Design • WORK ITEM .Mamie -Eti¢eeer' :Eta •D ,Tech . ;Uesteat: ..:,TOTAL... I Develop Outline of Technical Specifications 4 4 2 Develop the Engineers Report to 50%completion. 4 4 8 3 Develop the following plans: a.Cover and Sheet Index(1) 2 2 4 ' b.Genemi Notes(I) 2 2 4 c.Project Layout(I) 2 2 4 d.Part 77 Contours and Safety Details(2) 4 4 8 e.Phasing and Erosion Control(I) 8 4 12 C Existing Conditions and Survey Control(I) 2 2 4 g.Soil Borings(1) 2 2 4 h.Geometry Plan-West Pond(I) 8 8 16 1.Geometry Plan-Exfiltratlon Trench(I) 8 8 16 j.Drainage Plans(2) 8 8 16 4 Perform stormwmcr modeling calculations for pond and 24 48 72 esfiltration trench. 5 Prepare order of magnitude conatmcdon cost estimate. 8 16 24 6 Conduct In-House QAJQC review. 4 8 l2 24 7 Coordinate and distribute plans and specifications 4 4 outline(50%) 8 Meet with FDOT to review 50%submittal package 8 8 16 9 Attend one(I)pre-application meeting with the 8 8 16 SFWMD. 10 Meet with Airport to review 50%submittal package. 8 8 16 11 Address 50%design comments 8 16 24 TOTAL HOURS 0 32 32 106 52 0 74 0 296 RATE 5 174.00 5 147.00 5 112.00 S 93.00 S 76.00 S 101.00 S 54.00 -- PAYROLL ESTIMATE S - S 5.568 S 4.704 S 11.872 5 4.836 S - S 7,474 S - S 34,454 TOTAL PAYROLL S 34,454 Expenses S 6,039 Lump Sum Fee Total S 40,493 DA Eatrenses; 8,9,10 Rental Car(3 visit @ 565/visit) S 195 8,9,10 Gas for Car Rental On-Site- 5 120 8,9,10 Lodging/Meals Per Diem(3 visits @ 5304/visit per person for 2 people) S 1,824 8,9,10 Airfare(3 visits @ S650/visit per pa son for 2 people) 5 3,900 Total Expenses: S 6,039 I TOTAL FEE 5 40,493 I JACOBS ENGINEERING GROUP Monroe County Airport TM Florida Kaye Marathon International Airport Project: E:flltratlon Trench and Pond Modlflottone(12/15.07) Article Cr 90%OnO ,. _*vim 3T m: - .. • .,..::. .B0aauper. .Hmieae- Imo' > • .Diapc; ...Tell-; tDie(sa13--.TOTAL.' 1 Develop the90%Ter-laical Specifications 8 16 4 28 1 Incorporate the County'front-end'specifications in to 16 16 the Pmjan Manual _ 3 Develop the Engineer's Report to 90P.mmplaioL 8 12 8 28 4 Develop construction Cott estimate to 90Y. 4 16 20 completion. 5 Develop and submit a Consbuaian 5afay and 5 24 32 Phasing Plan(CSPP)to FAA 6 Develop and mbmit a 7460 Form a and bibit to FAA 4 4 8 7 Develop the following plan: a.Cover and Shed lode.(1) 2 2 b.Notes and Summary of Quantities(I) 4 4 c.Project Layout(1) 2 2 • d.Pan 77 Comma and Safety Details(2> 4 4 Commav e.Phasing and Erasion C000nl(1) 8 4 12 C Existing Conditions and Survey Control(I) 0 0 g.Soil Bmmgs(1) h.Grammy Phan-West Pond(1) 2 4 8 14 L Grammy Nat-Eafdbation Trmch 11) 2 4 8 14 J.Grading Plan-West Pond(I) 2 4 6 k Grading Plan•Salivation Trench 2 enr 4 6. L Drainage Plans(2) 4 4 0 ra Ctnss Sections-West Pond(3) 4 8 12 a Drainage Details(2) 4 8 12 o.Minion Control Details(2) 2 4 4 10 8 Roadie storswata modeling calculations for pond 16 24 40 and afdtration tamdt. 9 Condon In-House QA/QCrevie r. 8 4 12 10 Coordinate and disoidnnplans andspai&al)ana 4 4 omlina(90%) Formally submit 100%micw package to FDOT and 11 SFWMD midaddress my comma=(assume 1 RAI 4 8 4 16 L6nm SFWMD) , TOTAL HOURS 0 0 70 20 124 0 64 4 310 RATE 5 174.00 S 147.00 S 112.00 5 93.00 5 76.00 5 191.00 S 54.00 PAYROLL ESTIMATE S - S -_ 5 11,466 5 2,240V S 11,532 S - S 8,484 S 216 5 33,938 TOTAL PAYROLL S 33.938 Expanses S 2,000 Lump Sum Fee Total S 35,938 Ink losnasa. is SFWMD Pamir Fee S 120 Total Expenses 5 2,000 1 TOTAL FEE $ 35938 • JACOBS ENGINEERING GROUP Monroe County Airport: The Florida Keys Marathon International Airport Project: Eafliliation Trench and Pond Modifications(12115-07) Article D:Final Design ,- s -.1 . SrCADQ .Engloecr. -.Eniktece 1 Finalize the Technical Specifications 2 4 4 10 2 Finalize the County'front-end'specifications in to the 4 4 8 Project Manual 3 Finalize the Engineer's Report 4 4 4 Finalize the construction cost estimate. 4 4 5 Develop the following plans: 0 a.Cover and Sheet Index(1) 0 b.Notes and Summary of Quantities(1) 2 4 4 10 e.Project Layout(I) 0 d.Part 77 Contours and Safety Details(2) 0 e.Phasing and Erosion Control(I) 0 L Existing Conditions and Survey Control(I) 0 g.Soil Borings(I) 0 h.Geometry Plan-West Pond(1) 4 2 6 h.Geometry Plan-Exfiltmtion Trench(l) 4 2 6 L Grading Plan-West Pond(I) '- 2 4 J.Grading Plan-Exfiltoation Trench(I) 2 2 4 It.Drainage Plans(2) 2 2 4 I.Cross Sections-West Pond(3) 0 m.Drainage Details(2) o a.Erosion Control Details(2) 0 6 Finalize stormwater modeling calculations for pond 4 4 and exfiitmdon trench. 7 Conduct In-House QA/QC review. 8 4 12 TOTAL HOURS - 0 0 10 32 8 0 18 8 76 RATE 5 174.00 S 147.00 S 112.00 5 93.00 5 76.00 S 101.00 S 54.00 PAYROLL ESTIMATE S - S - S 1,470 5 3.584 S 744 S - S 1,818 S 432_S 8A46 TOTAL PAYROLL S 8,048 Expenses S Lump Sum Fee Total S 8.048 TOTAL FEE S 8,0481 • JACOBS ENGINEERING GROUP JOB HOUR AND FEE ESTIMATE Monroe County Airport: The Florida Kays Marathon International Airport Project: Exfiltration Trench and Pond Modifications(12/15-02) Article E:Bidding Phase Services ; „:: • •.,F; _ " , - - ; • f;,. -4,T ;_ , ; . , . ,CIcricaL TOTAL. 1 Prepare documents for bidding 2 2 4 2 Attend Pre-Bid Conference 8 8 16 Prepare and Respond to Bidders 3 4 4 4 2 14 Questions Issue necessary addendum and 4 2 4 8 2 4 4 24 directives to bidders(Assume 2) Review bids for responsiveness and 2 5 2 4 prepare bid tabulation Prepare Award Recommendation 6 2 2 Letter 7 Prepare conformed contract drawings 2 2 8 2 4 4 22 8 Prepare Construction Contract 2 4 2 TOTAL HOURS 0 20 12 14 22 6 12 14 68 RATE S 174.00 147.00 $ 112.00 S 93.00 S 76.00 5 101.00 5 54.00 — PAYROLL ESTIMATE S - 3.480 S 1.764 1.568 $ 2.046 $ 456 S 1.212 S 756 S 11,282 TOTAL PAYROLL S 11,282 Task Expenses; 1,5 Printing Bid Documents 1,5 Plans-1 acts®550/set 50.00 1,5 Specifications-I set®$50/set) $ 50.00 Airfare(1 visit®$650/visit For two 2 people) $ 1,300.00 Lodging/Meals Per Diem(I visit® 2 5)04/visit for two people) S 608.00 Expenses 2.008 Lump Sum Fee Total $ 13.290 Total Expenses: 2,008.60 TOTAL FEE $ 13,290 9 of 8