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WO# 4 <br /> M510 From 61St Drive to Shore Lane <br /> will be provided by the client or their design consultant . Geometry will need to extend <br /> a minimum of 40 feet out from the existing toe of slope . We note that for the seepage <br /> portion of the stability analyses , relative permeability will be assigned to each of the <br /> encountered soil strata . This assumes that the actual quantity of seepage through the <br /> slope is not required for the project . If estimates of seepage quantity are required , this <br /> proposal will need to be revised to incorporate field and/or laboratory permeability <br /> testing <br /> All work shall also comply with the current Florida Minimum Technical Standards . <br /> COMPENSATION . <br /> The COUNTY agrees to pay, and the Geotechnical Professional agrees to accept , a fee for <br /> services rendered according to the above " Scope of Services " and identified in the attached <br /> EXHIBIT "A" Fee Schedule . <br /> A Not-to- Exceed Amount of: $ 16 , 946 . 00 to be paid on a unit price basis for actual work <br /> performed in accordance with the schedule of services and fees set forth in Exhibit A of <br /> RENEWAL OF THE ANNUAL GEOTECHNICAL SERVICES CONTRACT IRC RFQ NO . <br /> 2008071 WITH ARDAMAN & ASSOCIATES INC . Effective Date : November 18 , 2008 . <br /> TIME FOR COMPLETION <br /> Following receipt of the written authorization to proceed , the estimated schedule for the <br /> geotechnical work will be as follows : <br /> • Project start- up , boring layout and utility clearance and Field Exploration — 2 to 3 Weeks <br /> • Laboratory testing — 2 weeks <br /> • Engineering analysis , preparation and submittal of draft report — 1 to 2 weeks <br /> • Finalize report - 1 week <br /> SCHEDULE TOTAL : 6 to 8 weeks <br /> I )( k LlnlentS and Settings dan . nallack ' I oca1 Set tings ' " IemporaI % Internet I iIcs'�0I _ KA ' C' R - > 10 \\ 0-14 At (I I I <br />-? U -OR -doe <br />