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Home My WebLink About2007-189 . Page I of 2 Board of County Commissioners 100719 1810 25th Street Vero Beach, Florida 32960 Telephone: (772) 567-8000 FAX: (772)-778-9391 SUBSURFACE SOIL EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION for 1015` Avenue Extension from C . R. 512 North to connect to the existing 102nd Terrace , IRC Project #0614 WORK ORDER NO . 6 ( Engineering Division ) FOR FOR PROFESSIONAL GEOTECHNICAL SERVICES AGREEMENT FOR ANNUAL GEOTECHNICAL SERVICES CONTRACT NO . 0534 WITH ARDAMAN & ASSOCIATES , INC . All services performed under this contract shall be supervised and certified by a licensed Professional Engineer ( PE) registered with the State of Florida and staff employed directly with your firm . Scope of Services All work shall be performed on a unit price basis in accordance with the attached Scope of Services dated June 1 , 2007 and shall comply with Standards enumerated in the RENEWAL OF THE ANNUAL GEOTECHNICAL SERVICES CONTRACT, IRC PROJECT NO . 0534 WITH ARDAMAN & ASSOCIATES , INC . Effective Date : October 1 , 2006 . Minimum Specification Requirements as follows : Auger borings. • Laboratory testing of subsurface soils . Preparation and issuance of engineering reports . All work shall also comply with the current Florida Minimum Technical Standards. COMPENSATION . The COUNTY agrees to pay, and the Geotechnical Professional agrees to accept , a fee for services rendered according to the "Scope of Services" identified in the attached EXHIBIT "A. " FAEngineering\Capital Projects10614 - CR512 101st Avenue\0614Ardaman W04 6 06-1 -07.doe Page 2 of 2 Work Order #6 101 " Avenue Extension from C.R. 512 North to connect to the existing 102 "d Terrace. A Not-to-Exceed Amount of: $2, 142 . 00 to be paid on a unit price basis for actual work performed in accordance with the schedule of services and fees set forth in Exhibit A of RENEWAL OF THE ANNUAL GEOTECHNICAL SERVICES CONTRACT IRC PROJECT NO 0534 WITH ARDAMAN & ASSOCIATES INC . Effective Date: October 1 , 2006 . TIME FOR COMPLETION This Work Order No . 6 shall be performed within 60 calendar days of Notice to Proceed. . 101st Avenue Extension from C. R. 512 North to connect to the existing 102"d Terrace, IRC Project #0614 IN WITNESS HEREOF the parties hereto have executed these presents This 12th day of June 2007 . OWNER ARDAMAN & ASSOCIATES, INC. BOARD OF COUNTY COMMSIONERS INDIAN RIVERJAUNTY; IFLOktpA a . (Srgnatr (It nal ji" le �Ch77� I}` 7 i a - "Ilack wBr iclilYLau "er (Printed name ae4 (Printed)tame and title) Approved by BCC June 12 20 7 ATTEST : Jeffrey K. Barton, Clerk of Circuit Court Witnessed by: Deputy Clerk (Printed name) Approved as to For an g S ency: rAIlliamG . Collins II, County Attorney osep A Baird, County Administrator I-\Lngineernng\Capital Projects%0614 - CRi l2 101st Avenue\0614Ardamm WO# 6 06-1 -07.doc IBI— - iates, Inc.Ardaman & Assoc � I i 1 \ ` Geotechnical, Environmental and Materials Consultants June 1 , 2007 Proposal File No. 07-5552 Indian River County Engineering Division 1840 25" Street Vero Beach, Florida 32960 Attention: Mr. Mike Mezzina Subject: Proposal for Soil Permeability Testing 101 " Avenue Extension Indian River County, Florida Dear Mr. Mezzina: As requested, we are pleased to present the following proposal for conducting soil permeability testing for the subject project. Based on information provided to us, we understand that the project includes stormwater retention swales along the proposed roadway extension . Shallow soil stratigraphy and permeability data and an estimate of the normal seasonal high groundwater table level are needed for the design of the swales. The following summarizes our proposed scope of work and associated fees for conducting the subject exploration . FIELD EXPLORATION As discussed , our field exploration program will consist of performing five auger borings to a depth of approximately 6 feet below ground surface . The boringswill be conducted using a 3-inch diameter hand (bucket) auger in the vicinity of the locations selected by the client. Each sample will be removed from the auger in the field and then examined and visually classified by ourfield personnel . Representative portions will be sealed and packaged fortransportation to ourlaboratory forfurther analysis as required. Water level observations will be made in the boreholes during the drilling operation. In addition, a shallow test pit will be excavated by hand adjacent to each of the boring locations to a depth ranging from approximately 1 to 3 feet. At the bottom of the test pit, a 3-inch diameter Shelby tube sample of soil will be obtained in a vertical orientation for permeability testing in our laboratory. A second Shelby tube sample will also be obtained from the sidewall of each test pit in a horizontal orientation. The boreholes and test pits will be backfilled with excavated material upon completion of the field program . LABORATORY TESTING Routine laboratory visual classification will be performed alongwith specificclassification tests -deemed necessary (i.e. , sieve analysis, Atterberg limits and organic contents). Constant-head laboratory permeability tests will be performed on the Shelby tube samples obtained from the test pits. 460 Concourse Place NW. Unit 1 , amort St Lucie . Florida 34986. Phone (772) 878-0872 FAX (772) 878-0097 Offices in : Bartow, Cocoa. Fort Myers. Miami , Orlando, Port Charlotte. Port St. Lucie, Sarasota, Tallahassee. famoa, W. Palm Beam Indian River County E X H I B I T " A I I Proposal File No. 07-5552 ENGINEERING ANALYSIS AND REPORT All data obtained will be made to evaluate general subsurface conditions. The data developed during the exploration will be submitted in a written report upon conclusion of the exploration . We will also provide an estimate of the normal seasonal high groundwater table level at the boring locations . COST ESTIMATE The costs associated with the aforementioned tasks are presented below. The total cost will not be exceeded without prior authorization . Our estimated geotechnical services are itemized as follows: 1 . Initial Site Visit, Layout of Boring Locations and Collection of Permeability Test Samples: Engineering technician; 4 hours @ $42.00/hour. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . $ 168.00 2. Auger Borings: 30 linear feet @ $7.50/foot . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 225.00 3. Laboratory Permeability Tests: 10 tests @ $120.00/test . . . . . . . . . . . . . . . . . . . . . . . .$ 13200. 00 4 . Engineering Services & Report Preparation: Senior Project Engineer; 0. 5 hour @ $98.00/hour . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 49.00 Project Engineer; 4 hours @ $85.00/hour . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 340.00 CADlTechnical Draftsman ; 2 hours @ $40.00/hour. . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 80.00 Secretary; 2 hours @ $40.00/hour . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 80.00 Total . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 21142.00 TERMS AND CONDITIONS This proposal is subject to the following terms and conditions : (1 ) access to testing locations is to be readily available to our field personnel, (2) the proposed number tests and the associated depths will be adequate, (3) undisturbed samples and consolidation tests on fine grained soils are not budgeted into the total cost and (4) Ardaman & Associates cannot take responsibility for damages to underground structures and/or services ; their locations are to be provided by the client prior to commencement of the field work. CLOSURE We appreciate the opportunity to submit this proposal and look forward to working with you on this project. If this proposal meets with your approval , please indicate your acceptance by issuing the work order that will be assigned to this project. Please calf if you have any questions or require additional information. Sincerely, ARDAMAN & ASSOCIATES, INC . D7JZr Ilack , P . E . nager