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HomeMy WebLinkAboutEmergency Item #2 e center of Good L Eft, AGENDA ITEM COVER SHEET Meeting Date: September 26, 2012 Item # Emergency 2 Reviewed By: Contact Name: Al Butler, CIP Manager Department Director: � r Contact Number: 407 - 905 -3100, ext. 1543 City Manager:"` Subject: Approval of and authorization for the City Manager to accept the fee proposals from Nodarse (Terracon) for geotechnical testing services in the amount of $3,537.55 and from Southeastern Surveying & Mapping for surveying work in the amount of $2,970.00, as requested by Rhodes & Brito for design of the Community Center. (District 2 — Wilsen) Background Summary: The architectural design firm of Rhodes & Brito was awarded the task of designing a replacement for the City's Community Center. Under the terms of that award, the City is responsible for providing a complete geotechnical report for building design and accommodation of stormwater runoff, as well as a complete topographic survey of the area. Proposals have been received from qualified firms already under continuing services contracts with the City. Timely production of these design- support reports and maps are necessary in order to meet the establish production schedule for the new structure. Preparation of the scopes of work was coordinated with the architectural firm to ensure that the required products are delivered. Issue: Should the City Commission accept the price proposals from Nodarse (Terracon) and Southeastern Surveying & Mapping in order to provide vital design- support services to the City's effort to construct a replacement for the Community Center? Recommendations The Engineering Department recommends that the City Commission authorize the City Manager to accept the $3,537.55 proposal submitted by Nodarse (Terracon) for a geotechnical investigation of the Community Center construction area and the $2,970.00 proposal from Southeastern Surveying & Mapping to update the topographic map of the City Hall area. Attachments: • September 19, 2012 request from Rhodes & Brito for geotechnical services. • Proposal submitted by Nodarse (Terracon) for geotechnical services. • Proposal from Southeastern Surveying & Mapping for topographic surveying work. Financial Impact: The total cost of the requested work is $6,507.55, which would be funded by reallocation of unexpended funds previously authorized in the City Clerk's office for conducting a City election to the Community Center design effort. 1 Type of Item: (please mwk with an "x") Public Hearing For Clerk's Dept Use: Ordinance First Reading Consent Agenda Ordinance Second Reading Public Hearing Resolution Regular Agenda X Commission Approval Discussion & Direction Original Document/Contract Attached for Execution by City Clerk Original Document/Contract Held by Department for Execution Reviewed by City Attorney N/A Reviewed by Finance Dept. •<:fi }- N/A Reviewed by ( ) N/A 2 rhodes +brito M 0002809 ARCHITECTS September 19, 2012 Mr. Jack A. Butler (Al) CIP Manager City of Ocoee 150 N Lakeshore Drive Ocoee, FL 34761 Re: City of Ocoee Community Center Request for Geotechnical Information /Inspection it Dear Al, Attached you will find a site diagram indicating the layout of the proposed Community Center. We have indicated locations for proposed borings for soils and geotechnical investigation. Of course, the locations shown are subject to review by the soil engineer. Please provide the following information to the soils engineer regarding the proposed facility: Concept Design This facility will consist of a new approximately 8,500 SFT, one story Community Center Facility in Bill Breeze Park, in downtown Ocoee. The proposed facility will replace an existing facility built in 1978. The original facility will require demolition in order to construct the new facility. The facility will be assembly occupancy and the main hall will exceed 23 feet in height. The construction is anticipated to consist of single wythe masonry with pre - engineered metal trusses, concrete slab, horizontal siding and brick veneer. There will be a plaza east of the proposed building. We ask that this investigation include, as a minimum, the following: Geo -tech requirements — Structural Soil borings approximately 25' deep or as recommended by soil engineer Soil investigations shall include: SPT Soil Classifications Existing water table Seasonal high water table Design bearing capacity for strip and spread footings Recommended depth for foundations and minimum dimensions Equivalent fluid density (above and below water table) Differential and total settlement estimates Soil friction factor Soil densities Phi angles Active, Passive, At -rest earth pressure coefficient Please note that the total anticipated building loads will not exceed 100 kips under a single column and 5 kips per foot at walls. 601 N. Magnolia Ave.. Suite 100 . Orlando, FL 32801 . 407.648.7288 . fax: 407.648.7289. www.rbarchitects.com : \11015-0000_city of ocoee -cont sys \workorders \001_comcnter\ administration\ letters \ab_09192121_georeq.docx page 2 of 2 rhodes +brito architects inc. Geo -tech requirements — Civil Soil borings approximately 15' deep or as recommended by soil engineer Season High Water Table Encountered Permeability Test to include Kv and Kh values Porosity Estimated Base of Aquifer Elevation This information will assist us in completing Construction Documents for the proposed facility. Should you, or the soils engineer, require any additional information, please let us know. Regards, RHODES + BRITO ARCHITECTS INC. • Ruffin A. Rhodes PRINCIPAL, DIRECTOR OF OPERATIONS RE: OCOEE COMMUNITY CENTER - ADDITIONAL SERVICES REQUEST I 1 0 9 0 9 0 1 0 9 0 6 0 1 0 6 0 0 0 . 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T T —�.� • .- CHARTER i L • SIGN ° 6 / I „ 0 �� born tw 6942, V clxb0 Or CI* • / o KW. 44 . 44 6.: I lot5ol :. 0 Ti z 1 1 l 1 Z rcr I 1 1 0 1 0 1 0 4 0 5 o 6 0 1 o 1 0 1 o • • IDARSE Allerrston COMPANY September 24, 2012 City of Ocoee 150 North Lakeshore Drive Ocoee, Florida 34761 Attn: Mr. J. Allison Butler P: [407] 905 3100 E: iabutleraa..ci.ocoee.fl.us Re: Proposal for Geotechnical Engineering Services Proposed Ocoee Community Center 125 North Lakeshore Drive Highway 19 and SR 54 Ocoee, Orange County, Florida Nodarse Proposal No. PH1120873 Dear Mr. Butler: Nodarse & Associates, A Terracon Company (Nodarse) appreciates the opportunity to submit this proposal to provide geotechnical engineering services for the above referenced project. The purpose of the geotechnical study will be to evaluate the pertinent geotechnical conditions at the site and to develop geotechnical parameters, which will assist in the design and construction of foundations, floor slabs, and site development elements. This proposal outlines our understanding of the project and scope of services and provides a lump sum fee for our services. A. PROJECT INFORMATION Site Location ITEM i DESCRIPTION This project will be located on the Ocoee City Hall complex and will Location replace the existing building at 125 North Lakeshore Drive in Bill Breeze Park. The site currently has a building constructed in 1978 and the Current ground cover existing building will be demolished in order to construct the new building. Existing topography The site is gently sloping toward Starke Lake. Nodarse & Associates, A Terracon Company 1675 Lee Road Winter Park, Florida 32789 P 407 740 6110 F 407 740 6112 terracon.com 6 II I.Iinic,aI • Fnvironnrcu • Cnnstrur,lion Matcrials • Far.ilitiv% Proposal for Geotechnical Engineering Services Proposed Community Center Ocoee, Florida ODARSE September 24, 2012 re Nodarse Proposal No. PH1120873 Ammo= cownAN. Project Description ITEM I DESCRIPTION The project will include a one -story community building with Structures assembly occupancy and the main hall will exceed 23 feet in height. The construction is anticipated to consist of single Wythe masonry Building construction 1 with pre- engineered metal trusses, concrete slab, horizontal siding and brick veneer. Columns: 120 kips Maximum loads Walls: 4 klf Slabs: 150 psf max (assumed) Maximum allowable settlement Total: 1 -inch Differential: 1 /2 inch Grading Minimal fill — estimated at less than 2 feet Cut and fill slopes ! Assumed to be no steeper than 3H:1V (Horizontal to Vertical) Stormwater Management One drainage area has been planned between the new building System and Lakeshore Drive. Should any of the above information or assumptions be inconsistent with the planned construction, please let us know so that we may make any necessary modifications to this proposal. B. SCOPE OF SERVICES GEOTECHNICAL EVALUATION The services for the Geotechnical Engineering Evaluation to be provided by Nodarse are summarized in the following paragraphs. Field Program — Based on the proposed structure and our familiarity with soil conditions at this site, we propose to perform five (5) borings to depths ranging from about 15 to 25 feet each. Three (3) soil borings will be drilled within the proposed building pad footprint to a depth of about 25 feet below existing grade. Two (2) soil borings will be drilled within the proposed retention pond to a depth of about 15 feet below existing grade. Sampling will be in general accordance with industry standard procedures wherein split - barrel samples are obtained. Five samples will be obtained in the upper ten feet of each boring and at intervals of five feet thereafter. In addition we will observe and record groundwater levels during and after drilling. Once the samples have been collected and classified in the field, they will be placed in appropriate sample containers for transport to our laboratory. Reliable ■ Resourceful ■ Responsive 2 Proposal for Geotechnical Engineering Services Proposed Community Center Ocoee, Florida ODARSE September 24, 2012 Nodarse Proposal No. PH1120873 A7 COMiANV Subsurface conditions may be encountered which merit alterations of the field boring and /or sampling programs described above. However, we will not perform additional scope or incur additional expense without your authorization. Borings will be backfilled with the soil cuttings, unless jurisdictional requirement indicates they must be grouted. Conditions /Items to be provided by Client: Items to be provided by the client include the locations of proposed site buildings and other proposed site improvements, right of entry to conduct the exploration and an awareness and /or location of any private subsurface utilities existing in the area. We will contact Sunshine State One Call of Florida (SSOCOF) for location of utilities in public easements. Location of private lines on the property is not part of the SSOCOF or Nodarse scope. All private lines should be marked by others prior to commencement of drilling. Nodarse will take reasonable efforts to reduce damage to the property, such as rutting of the ground surface. However, it should also be understood that in the normal course of our work some such disturbance could occur. We have not budgeted to restore the site beyond backfilling our boreholes. If there are any restrictions or special requirements regarding this site or exploration, these should be known prior to commencing field work. Our fee is based on the site being accessible to truck - mounted drilling equipment and Nodarse providing layout of the borings; additional costs may result if this is not the case. It does not include services associated with site clearing, wet ground conditions, tree or shrub clearing, damage of existing crops / landscape or location of underground utilities beyond contacting a "one -call" locate service. If such conditions are known to exist on the site, Nodarse should be notified so that we may adjust our scope of services and fee, if necessary. For safety purposes, all borings will be backfilled immediately after their completion. Excess auger cuttings would be disposed of on the site. Because backfill material often settles below the surface after a period of time, we recommend the boreholes be checked periodically and backfilled if necessary. We could provide this service at your request or grout the holes, but this would involve additional cost. Laboratory Testing — The samples will be tested in our laboratory to determine physical engineering characteristics. Testing will be performed under the direction of a geotechnical engineer and will include visual classification, moisture content, wash 200 sieve analysis, organic content determination, Atterberg limit, and strength tests (unconfined compression /calibrated penetrometer), as appropriate. Engineering Analysis and Report — The results of our field and laboratory programs will be evaluated by a professional geotechnical engineer licensed in the State of Florida. Based on the results of our evaluation, an engineering report will be prepared that details the results of the Reliable ■ Resourceful ■ Responsive 3 Proposal for Geotechnical Engineering Services Proposed Community Center a Ocoee, Florida ODARSE September 24, 2012 n Nodarse Proposal No. PH1120873 A1wracor, testing performed, provides logs of the borings, and a diagram of the site /boring layout. The report will include the following: • Computer generated boring logs with soil stratification based on visual soil classification. • Summarized laboratory data. • Groundwater levels observed during and after completion drilling. • Estimated seasonal high groundwater levels. • Boring location plan. • Subsurface exploration procedures. • Encountered soils conditions. • Recommendations pertaining to shallow foundations, if appropriate, including maximum allowable bearing capacity, minimum footing dimensions. • Buoyancy considerations. • Estimated settlement of foundations (total and differential). • Subgrade preparation/ earthwork recommendations. • Floor slab -on -grade recommendations, including modulus of subgrade reaction and anticipated settlement for special lift and rack loadings. • Vapor barrier /slab moisture considerations. • Geotechnical engineering stormwater management design parameters (seasonal high groundwater, depth to confining layer, horizontal and vertical permeability, and porosity) SCHEDULE Nodarse can begin the field exploration program within about one week after receipt of your authorized Purchase Order as defined in our continuing services agreement, if the site and weather conditions permit. We estimate the final geotechnical report can be completed within about one to two weeks after the soil borings are completed. In situations where information is needed prior to submittal of our report, we can provide verbal information or recommendations for specific project requirements after we have completed our field and laboratory programs. The final report will be submitted within three business days following receipt of client's comments on the draft report. In order to comply with the proposed schedule, please provide the following items at the time of notification to proceed. • Signed Purchase Order evidencing acceptance of this scope of services. • Right of entry to conduct the evaluation. • Notification of any restrictions or special requirements (such as confidentiality, scheduling, or on -site safety requirements) regarding accessing the site. • An accurate legal description and /or a diagram of the site such as a surveyor's plat map or scaled architect's drawing (if such diagrams exist). Reliable ■ Resourceful ■ Responsive 4 Proposal for Geotechnical Engineering Services Proposed Community Center u Ocoee, Florida IVIOIDARSE September 24, 2012 u Nodarse Proposal No. PH1120873 1111CfTiCaICOMPANV RELIANCE The Geotechnical reports will be prepared for the exclusive use and reliance of the City of Ocoee upon execution of our agreement. Reliance by any other party is prohibited without the written authorization of the client and Nodarse. If the client is aware of additional parties that will require reliance on the Geotechnical report, the names, addresses, and relationship of these parties should be provided for Nodarse approval prior to the time of authorization to proceed. Nodarse may grant reliance on the Geotechnical report to those approved parties upon receipt of a fully executed Reliance Agreement (available upon request) and receipt of information requested in the Reliance Agreement. If, in the future, the client and Nodarse consent to reliance on the Geotechnical reports by a third party, Nodarse may grant reliance upon receipt of a fully executed Reliance Agreement, requested information and receipt of an additional minimum fee of $250.00 per relying party. Reliance on the Geotechnical report by the client and all authorized parties will be subject to the terms, conditions, and limitations stated in this Agreement, sections of this proposal incorporated therein, the Reliance Agreement, and the Geotechnical report. The limitation of liability defined in this Agreement is the aggregate limit of Nodarse' s liability to the client and all relying parties. C. COMPENSATION For the scope of geotechnical services outlined in this proposal that includes drilling, laboratory testing, and an engineering report, we estimate that our fees for the previously described scope of services will be as follows: SERVICE FEE BASE GEOTECHNICAL ENGINEERING SERVICES - Not to exceed $3,537.55 A detail of our cost estimate is attached. If we are authorized to proceed and the client subsequently postpones or cancels the work, we will invoice the client for the costs of project set up and mobilization incurred prior to notice of cancellation. Should it be necessary to expand our services beyond those outlined in this proposal, we will notify you, then send a supplemental proposal stating the additional services and fee. We will Reliable ■ Resourceful ■ Responsive 5 Proposal for Geotechnical Engineering Services Proposed Community Center • Ocoee, Florida /4FODARSE September 24, 2012 s Nodarse Proposal No. PH1120873 AVffaCQ1COMPANY not proceed without your authorization, as evidenced by your signature on the Supplemental Agreement form. We are available to review earthwork and foundation related portions of project drawings and specifications and to confer with the design team after submittal of our report. Such follow -up services are beyond the scope of this proposal and would be charged at $160.47 per hour for a Sr. Project Engineer. We will obtain your specific authorization prior to providing any additional services. The lump sum fees are based on the assumptions and conditions provided at the time of this proposal. D. AUTHORIZATION This proposal may be accepted by executing your standard Purchase Order agreement. We appreciate the opportunity to provide this proposal and look forward to the opportunity of working with you. Geotechnical Department Manager Winter Park Branch Manager cc: email Attachments: Agreement for Service Reliable • Resourceful • Responsive 6 GEOTECHNICAL FEE ESTIMATE SHEET PROJECT: Ocoee Community Center PROPOSAL NO. PH1120873 DATE: 24- Sep -12 LOCATION: Ocoee City Hall PREPARED BY: BW Service Quantity Units Unit Cost Total Cost I. FIELD EXPLORATION : A. Crew & Equipment Mobilization: 1.0 Ea. $450.00 $363.00 B. Standard Penetration Test Borings - On Land(ASTM D- 1586): 3 Borings to 25.0 ft. 2 Borings to 15.0 ft. - 0 to 50 ft. depths 105.0 LF $13.50 $1,417.50 - 50 to 100 ft. depths 0.0 LF $16.00 $0.00 C. Sr. Field Technician - Utility Clearance and Boring Layout: 3.0 hrs $50.00 $150.00 Field Exploration Subtotal = $1,930.50 1I. LABORATORY TESTING: A. Natural Moisture: 3.0 Ea. $10.00 $30.00 B. Wash 200: 2.0 Ea. $25.00 $50.00 C. Organic Loss on Ignition: 1.0 Ea. $30.00 $30.00 D. Laboratory Permeability 1.0 Ea. $224.00 $224.00 Laboratory Testing Subtotal = $334.00 III. ENGINEERING AND TECHNICAL SERVICES: A. Sr. Project Engineer 6.0 hrs. $160.47 $962.82 B. CADD Technician: 3.0 hrs. $77.41 $232.23 C. Secretary 2.0 hrs. $39.00 $78.00 Engineering and Technical Services Subtotal $1,273.05 Total Cost = $3,537.55 Steven L. Anderson, Jr., PSM, PLS James E. Mazurak, PSM Charles M. Arnett, PSM Thomas K. Mead, PSM, PLS Russell G. Daly, PSM, PLS ^;; ; ;; ;;;�; Timothy O. Mosby, PSM Michael L. Dougherty, PSM 1t71 TTT , , _ : James L. Petersen, PSM Bruce C. Ducker, PSM �"' � William C. Rowe, PSM James M. Dunn, II, PSM +t Tony G. Syfrett, PSM, PLS " tt- Mark J. Efird, PSM � _ John S. Thomas, PSM Thomas F. Ferguson, PSM r _.������1 t_ ;, Kirk R. Hall, El Tate B. Flowers, PLS Catherine E. Galgano, GISP Robert W. Gardner, PSM Southeastern Surveying and Mapping Corporation Patrick J. Phillips, GISP Brian R. Garvey, PE Serving the Southeast since 1972 Donna L. Canney, CST IV Jennings E. Griffin, PSM www.southeasternsurveying.com Frank B. Henry, CST IV Daniel J. Henry, PSM, PLS info @southeasternsurveyIng.com David M. Rentfrow, CST IV Gary B. Krick, PSM Steve D. Smith, CST IV Brad J. Lashley, PSM, PLS Celeste B. van Gelder, CST IV Myron F. Lucas, PSM Land Surveying & Mapping Services • Sub - Surface Utility Designation & Location Services • Geographic Information Systems • GPS Asset Inventories September 14, 2012 Via E -mail: ruffin @rbarchitects.com Mr. Ruffin Rhodes Rhodes + Brito Architects 601 North Magnolia Avenue, Suite 100 Orlando, Florida 32801 RE: Ocoee City Hall Campus - Community Center Topographic Survey Parcel Number 17- 22 -28- 6144 -02 -061 Section 17, Township 22 South, Range 28 East, Ocoee, Orange County, Florida Dear Mr. Rhodes, We are pleased to submit our proposal for Surveying Services on the above referenced project. SCOPE OF WORK: Provide a Topographic Survey in accordance with Chapter 5J- 17.050 -.052, Florida Administrative Code, to include the following: 1. Locate all improvements and utilities, as evidenced by above ground features or as marked by the designated utility company representative. 2. Obtain spot elevations on natural ground and existing improvements suitable for interpolation of one foot contours to be shown on the final drawing. 3. Establish a minimum of two (2) site bench marks. 4. The horizontal coordinates of the survey will refer to the Florida State Plane Coordinates, East Zone, North American Datum of 1983. 5. The vertical values of the survey will refer to the North American Vertical Datum of 1988. 6. Topographic coverage will be limited to the site bounded on the West by Bluford Avenue; on the South by Oakland Street; on the East by Lakeshore Drive and on the North by the drive along the south side of City Hall. This survey will be an update of portions of SSMC Drawing No. 51164025, last dated 4/13/2010, and reflect changes on the site since that date. The final product will be two (2) certified copies and an electronic drawing file on disk for your use. 6500 All American Blvd. 1130 Highway 90, 4200 Baymeadows Rd. 119 West Main Street, 10 East Lake Street, 3941 68th Avenue Orlando, FL 32810 Chipley, FL 32428 Jacksonville, FL 32217 Tavares, FL 32778 Kissimmee, FL 34744 Pinellas Park, FL 33781 407.292.8580 850.638.0790 904.737.5990 352.343.4880 407.944.4880 727.525.6945 407.292.0141 Fax 850.638.8069 Fax 904.737.5995 Fax 352.343.4914 Fax 407.944.0424 Fax 727.522.1403 Fax Licenses: PSM: Florida Professional Surveyor & Mapper • PLS: Alabama Professional Land Surveyor • PE: Professional Engineer Certifications: El: Engineering Intern • GISP: Geographic Information Systems Professional • CST: Certified Survey Technician Page 2 Mr. Ruffin Rhodes Ocoee City Hall Campus - Community Center Topographic Survey September 14, 2012 Our fee for the above referenced work will be as outlined on the attached fee schedule. We anticipate completion of the above described work within three (3) weeks after receipt of a written notice to proceed. Payment is expected within thirty (30) days from date of invoice. We look forward to the opportunity to work with you on this project. Sincerely, Timothy O. Mosby, P.S.M. Project Surveyor TOM:gac If your firm requires a contract to be in place, a PROFESSIONAL SERVICES AGREEMENT will need to be furnished to Southeastern Surveying and Mapping Corporation in lieu of your signature of approval. No work will be commenced prior to the acceptance of said agreement in writing by both parties. AN AGREEMENT /CONTRACT WILL NOT BE ACCEPTED AFTER THIS PROPOSAL LETTER HAS BEEN SIGNED AND WORK HAS COMMENCED. Please address and send all Contracts and Sub - Consultant Agreements to the Orlando Corporate Office located at 6500 All American Boulevard, Orlando, FL 32810. If the above scope, period of service and method of compensation meets with your approval, please execute below and fax to Southeastern Surveying and Mapping Corporation as notice to proceed along with the notice of commencement. The individual signing this Proposal represents and warrants that they have the power and authority to enter into and bind the parties for whom they sign. ACCEPTED BY: Principal / or Corporate Officer TITLE Printed Name Date The person who is executing this document must indicate that he /she is a Principal or Corporate Officer. If signor is other than a Principal or Corporate Officer, a letter of authorization on company letterhead signed and notarized by a Principal or Corporate Officer indicating said person is authorized must be attached at time of signature. T:\Proposal\51165 Ocoee City Hall Campus_Community Center_Rhodes +Brito.wpd FEE QUOTATION PROPOSAL Date: September 14, 2012 Project Name: Ocoee City Hall Campus - Community Center Topographic Survey Contract: Rhodes +Brito Architects Name of Firm: Southeastern Surveying and Mapping Corporation ACTIVITY ( PLS 1 SEN TECH I DRAFTSPERSON I 2 MAN CREW 1 3 MAN CREW Man Hrly Fee Man Hrly Fee Man Hrly Fee Man Hrly Fee Man Hrly Fee Hrs Rate Hrs Rate Hrs Rate firs Rate Hrs Rate Topographic Survey / Horizontal Control 115.00 0.00 85.00 0.00 75.00 0.00 1 115.00 115.00 145.00 0.00 Topographic Survey / Vertical Control 115.00 0.00 85.00 0.00 75.00 0.00 1 115.00 115.00 145.00 0.00 Topographic Survey 2 115.00 230.00 85.00 0.00 12 75.00 900.00 14 115.00 1,610.00 145.00 0.00 115.00 0.00 85.00 0.00 75.00 0.00 115.00 0.00 145,00 0.00 115.00 0.00 85.00 0.00 75.00 0.00 115.00 0.00 145.00 0.00 115.00 0.00 85.00 0.00 75.00 0.00 115.00 0.00 145.00 0.00 115.00 0.00 85.00 0.00 75.00 0.00 115.00 0.00 145.00 0.00 115.00 0.00 85.00 0.00 75.00 0.00 115.00 0.00 145.00 0.00 115.00 0.00 85.00 0.00 75.00 0.00 115.00 0.00 145.00 0.00 115.00 0.00 85.00 0.00 75.00 0.00 115.00 0.00 145.00 0.00 115.00 0.00 85.00 0.00 75.00 0.00 115.00 0.00 145.00 0.00 115.00 0.00 85.00 0.00 75.00 0.00 115.00 0.00 145.00 0.00 LUMP SUM FEE BREAKDOWN Professional Surveyor $ 230.00 Senior Technician $ 0.00 Draftsperson $ 900.00 Two -Man Crew $ 1,840.00 Three -Man Crew $ 0.00 LUMP SUM FEE TOTAL $ 2,970.00 T:\Proposal\51165 Ocoee City Hall Campus_ Community Center Rhodes +Brito.wpd