The URL can be used to link to this page

Home My WebLink About2006-335 �wER Board of County Commissioners A 2 1840 25th Street Z C Vero Beach, Florida 32960 iF it Telephone: (772) 567-8000 �lOR10Q' FAX* 772- 778-9391 RENEWAL OF PROFESSIONAL GEOTECHNICAL SERVICES AGREEMENT FOR ANNUAL GEOTECHNICAL SERVICES IRC PROJECT NO . 0534 This shall serve as mutual consent to extend the Agreement between Indian River County and AM Engineering and Testing, Inc. for Professional Geotechnical Services from October 1 , 2006 to September 30, 2007.4 All provisions of the original agreement, approved November 2, 2004 shall remain in full force and effect. The fee schedule for October 1 , 2006 through September 30, 2007 shall remain in effect from October 1 , 2006 through September 30, 2007 as stated in "Exhibit A" (attached). AM ENGI 7ING AND TESTING, INC INDIAN RIVER COUNTY, FLORIDA ren , ;r Davikd Alker Arthur R 'eube er, airman TITLE : t, Approved by. , "Ot tober 3 , 2006 Attest. ^� `D C rtnV: Jeffrey K. Barton, Clerk of Circuit Court f William G. Collins, II, County Attorney Approved as to Form and Legal Sufficiency OA\ J ep A. aird unty Administrator C:Oocummts and SettingsAalkee.Local Settings\Temporary Intemet Files,OLK8\0534 Agreement Renewal-AM Engineering 06-07 Am EXHIBIT " All As M . ENGINEERING AND TESTING, M. . 3504 INDUSTRIAL 33RD STREET - FORT PIERCE, FLORIDA 34946 (772) 461-7508 OFFICE - (772) 461-8880 FAx SCHEDULE OF SERVICES AND FEES Indian River County Annual Contract - September 2006 through September 30, 2007 SOIL TESTING Standard or Modified Proctor (sandy soils) . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $75.00/ea. Standard or modified Proctor (timerock/shell) . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100.00/ea. Field Density Test (nuclear method) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17.00/ea. LimerockBearing Ratio (L.B.R.) . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 250.00/ea. Florida Bearing Value (F.B.V.) . .. . . . .. . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17.00/ea. SieveAnalysis for Soil . . . . . . . . . . . . .. . . . . . . . .. .. . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40.00/ea. Sieve Analysis (material finer than No. 200 sieve) . . . . . . . . . .. .. .. . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . 25.00/ea. Atterberg Limits (liquid limit and plastic limit) . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . 65.00/ea. Chemical Analysis (carbonates of calcium and magnesium) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . 65.00/ea. MoistureContent .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . .. . . . . . . . .. . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . . . . 25.00/ea. OrganicContent . . . . . . . . . .. . . . . . . . . . . . . . . .. . .. .. .. . . . . . . . .. . .. . . . . .. . .. .. . . . . . . .. . . . . . .. . . . . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . 50.00/ea. SamplingTrip Charge. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45.00/hr. CONCRETE TESTING Concrete Cylinders: slump test, casting, curing and testing ($15.00 each, minimum of 4 per set) . . . . . .. .. .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . $60.00/set Cylinder Pick Up (if not in conjunction with additional testing). .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45.00/hr. AirContent. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. .. . . . . . . . .. . . . . . . . .. . . . . . . . . . .. . . . . . .. . . . . . . . . .. . . . . . . . .. . . . . . .. .. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25.00/ea. UnitWeight of Concrete . . . . . . . . .. . . . . . . . . . . . .. .. . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30.00/ea. Windsor Probe (minimum of 2) .. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . 150.00/ea. Swiss Hammer Test (minimum of 3) . . . . .. . . . . . . . . . . .. . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40.00/ea. FieldCoring (minimum of 3) . . . . . .. . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . 40.00/ea. Compression Testing of Field Cores . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . .. .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . 40.00/ea. . MortarCubes (set of 3) . . . . . . . . . . . .. . . . . . .. .. . .. . .. . . . . .. . .. . . . . . . . . . .. . . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . .. . 50.00/set GroutPrism (set of 3) . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . 75.00/set ASPHALT TESTING Stability Tests (Marshall) . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . $ 150.00/ea. BitumenContent (Extraction) . . . . . . . . . . .. . ... . . .. . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . .. . .. .. . . .. .. . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . 125.00/ea. Sieve Analysis of Extracted Aggregate . . .. . . . . . . . . . . . . . . .. .. . . . . .. . . .. .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . . . . 50.00/ea. Asphalt Thickness Determination using 2" or 4" Core Drill (minimum of 3) . . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35.00/ea. 6" Core Drill (per D.O.T. specs) . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . .. .. .. ... . . .. . . . . . . . . . . .. 40.00/ea. . . . . . . . . . . . . . . . . . . . . . . . . . . . Quantitiesof 10 or more . . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . . .. . .. .. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . 30.00/ea. Specific Gravity of Asphalt Cores for Density Determination . . .. . . .. .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . 30.00/ea. ENGINEERING SERVICES SeniorRegistered Engineer . . . . . ... . . . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $150.00/hr. Registered Engineer . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . 100.00/hr. .. .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . ProjectEngineer .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 75.00/hr. Technician Inspection Services: RegularTime . . . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . .. .. . . . . . . . . . . .. . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . . 45.00/hr. Overtime (5:00pm — 7:00am, weekends) . . .. . . . . . . . .. .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . . . 55.00/hr. Steel Inspection (Visual Welding Inspection and Bolt Inspection) : RegularTime . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . 55.00/ hr. Overtime . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . 65.00/hr. ClericalServices . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35.00/hr. FDOT Projects Inspection Services by FDOT Certified Technicians . . . . . . . . . . . . . . . . . . . . . . . . . Prices quoted upon request Threshold Inspection Services . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. Prices quoted upon request A. M. ENGINEERING AND TESTING, INC. EXHIBIT ► SCHEDULE OF SERVICES AND FEES (page 2) STANDARD PENETRATION TESTING 0 - 50 ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 .00/ft. 501 - 75' . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16.00/ft. 0 - 25' (Continuous sampling) . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16.00/ft. 25 - 50 ' (Continuous sampling) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22.00/ft. Mobilization/Demobilization (25 mile radius) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 150.00 lump sum Groutingof SPT holes . . . . . . . . . . . . . . . .. . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2.50/ft. For samples placed in jars, the cost of the jars are additional with no markup. DUTCH CONE PENETROMETER TESTING 0 - 509 . . .. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8.00/ft. . . . 50 ' - 759 . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13.00/ft. 75' + .. .. .. . . . . .. . . . . . . .. . . . . . . . . . . . . .. . . .. . .. . . . . . . . . . . . . . . . . .. .. . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16.00/ft. Mobilization/Demobilization (25 mile radius) . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . 150.00 lump sum HAND CONE PENETROMETER TEST (HCP) 01 - 61 . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. . .. . . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.00/ft. . . . . . . . . . . . . . . . . . . 6' + . . . . . .. . . . . . .. . . . . . . .. . . . . . . . .. . . . . . . . .. . . . . . . . . . .. . . .. . . . . .. . . . . .. .. . . . . . . . . . . . . . . . . . . . . .. . . . . .. .. .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 11.00/ft. HAND AUGER BORINGS 0 - 6 . .. . . . . .. . . . . .. . .. .. . . . . .. . . . . . . . . . . .. . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . .. .. . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . 7.00/ft. 6 - 10 ' . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . 10.00/ft. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . EXFILTRATION TEST UsualOpen Hole Test . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . .. . . . .. . . .. . . . . . . . . . . . .. .. . . . . .. . . . . .. .. .. . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . 250.00/ea. MONITOR WELLS Prices quoted upon request HAZARDOUS WASTE ASSESSMENT Prices quoted upon request PHASE I ENVIRONMENTAL PROPERTY ASSESSMENT Prices quoted upon request � gwE,p Board of County Commissioners A 1840 25th Street Vero Beach, Florida 32960 iF iF Telephone: (772) 567-8000 �LORI�A FAX. 772- 778-9391 RENEWAL OF PROFESSIONAL GEOTECHNICAL SERVICES AGREEMENT FOR ANNUAL GEOTECHNICAL SERVICES IRC PROJECT NO. 0534 This shall serve as mutual consent to extend the Agreement between Indian River County and CTI-Construction Testing & Inspection, Inc . for Professional Geotechnical Services from October 1 , 2006 to September 30, 2007. All provisions of the original agreement, approved November 2, 2004 shall remain in full force and effect. The fee schedule for October 1 , 2006 through September 30, 2007 shall remain in effect from October 1 , 2006 through September 30, 2007 as stated in "Exhibit A" (attached). CTI- CONSTRUCTION TESTING & INDIAN RIVER COUNTY, FLORIDA INSPECTTIION, INC. 9 4 Keith Sloane Arthur R N(�itberger, C. hai ' an TITLE : m4Nell Approved BSC G� tvMr. 3 , 2006 Attest: cS�l J� f o :Jeffrey K. Barton, Clerk of Circuit Court William G. Collins, II, County Attorney Approved as to Form and Legal Sufficiency Joqph A. B ird Cchjnty Administrator F:\Engineering\Capital Projects\0534 Annual Geotechnical service Contract\0534 Agreement Renewal-CTI Const.&Testing 06-07 doe EXHIBI Construction Testing spTec to ce AN � � o MSHfO RIB /,l // / M E M a E R Laboratory Services r/v/f//�,ly,/'r/ AUG i '� < C06 ® Prices good through 9-30-07 Revised Price Lis[ - Indian River County Proposal No. 7011iNo1AN RIVER COUNTY ENOINEERING DIVISION Materials Testing SOILS Item # Test # Description Unit Price Notes 7. 1 ASTM C-109 Compressive Strength Cubes $14.00/ea 7.2 ASTM C-39 Compressive Stren th Cylinders $ 14. 001ea ASPHALT 7. 3 FM1 -T 24 Testing drilled cores $ 16 .76 7.4 ASTM C- 173 Air Content of Concrete $28 .67 If additional test is required._ 7.6 AASHTO T-11 Amount finer than #200 $2606 _ 7. 7 FM 1 -T 19 Unit weight and voids $65 . 16 CONCRETE ._t....... _ .___ -- 7.9 AASHTO T-27 Sieve analysis S2780 - 7 . 11 AASHTO T-85 S.G & absor (coarse) $58.63 7. 12 FM 1 -T 238 Soil Density r lI _ FIELD - --- - 7. 13 FM 1 -T 246 Sample reduction INSPECTION 7. 14 FM i -T 104 Soundness of aggregate 9729 FM 5-514 Carbonates73 FM 5- 515 L. B. R .CQC5PECIALIST732 AASHTO T- 180 Modifed roC.or7. 33 AASHTO T-99 Standard roctorV . 34 AASHTOT-87 D re of soils7. 36 AASHTO T-89 Li uid limit _ 7. 37 AASHTO T-90 Plasticit index $30 .41 7.4 AASHTO T-255 Moisture content, oven $58 .69 _ 7 .41 FM 1 -T 267 Organic content, ignition $26 .06 7 .43 FM 5-T 550 pHof solutions $31 .02 7 .08 FM 1 -T 21 Calorimetric (organic) $26.06 _ 7 .67 FM 5-563 Extraction , Oven method $105 .47 7 .08 FM 1 -T 245 Marshall Pills min. 3 $105 .47 _ Includes Stability and Flow 7.48 1 FM 1 -T 209 Max. S ec. Gr. (rice) $90.00 7.66 SHTO M-14 Soils Clasification $234.00 - Corrossive Series - Select Backfill $120.00 Plant / Roadway Inspection (Hourly, including travel) 7. 1 . 1 Asphalt Plant Technician 7. 1 . 2 Soils/Concrete Technician $39.50 7. 1 . 3 Asphalt Roadway Technician $50. 50 7. 1 .4 Concrete ACI Field Level II $65. 00 11 _ Technical Services __ _ _ 7. 5 Soils Q.C . Plan $700 _ _ 7.51 Concrete Q .C. Plan $ E57 ) Engineering Services (Hourly) 7 . 10 1 _- - Q.C . Manager $75. 00 - -- - _ 7 . 10 2 Professional Engineer _ $75. 00 7 . 10. 3 Project Manager _ $65. 00 7 . 10.4 LIMS Data Ent $45.00 ' Never a charge for overtime, mileage. Travel time billed from portal to portal Corporate Office: 14003 N .W. 186th Street, Hialeah , Florida 33018 • 305 -829-1820 • Fax: 305-829 -8309 • ctilabs . net PERSONNEL CERTIFIED/QUALIFIED BY: CTAP FDOT CMEC ACI NICET LABORATORY ACCREDITATION BY: AASHTO LICENSED BY: STATE OF FLORIDA • US ARMY CORP. OF ENGINEERS VALIDATED � gFYER Board of County Commissioners O 1840 25th Street Vero Beach, Florida 32960 Telephone: (772) 567-8000 �LOgAOQ' FAX: 772- 778-9391 RENEWAL OF PROFESSIONAL GEOTECHNICAL SERVICES AGREEMENT FOR ANNUAL GEOTECHNICAL SERVICES IRC PROJECT NO. 0534 This shall serve as mutual consent to extend the Agreement between Indian River County and Dunkelberger Engineering & Testing, Inc. for Professional Geotechnical Services from October 1 , 2006 to September 30, 2007. All provisions of the original agreement, approved November 2, 2004 shall remain in full force and effect. The fee schedule for the October 1 , 2006 through September 30, 2007 shall remain in effect from October 1 , 2006 through September 30, 2007 as stated in "Exhibit A" (attached). DUNKELBERGER ENGINEERING INDIAN RIVER COUNTY, FLORIDA & TFST NG, INC. '' �, ... a ; Cs Dunlc ' rer .)Y. � AYtlwriR.;'Neperg�r;, C airman TITLI':: .� l /r - . 7 . . APpro'Qpy, BCC October 3 , 2006 Attest: 1w: Jeffrey K. Barton, Clerk of Circuit Court f William G . Collins, II, County Attorney Approved as to Form and Legal Sufficiency / J ph A. Baird unty Administrator C:\Documents and Settingslcmigd\Loca1 SettingsUemporary Internet Files\OLK3\0534 Agreement Renewal-Dunkelberger 06-07.doc DUNKELBERGER ENGINEERING & TESTING, INC . Indian River County Continuing Geotechnical Services Fee Schedule October 2006 through September 2007_` Indian River County Contract #70J ' E X H I � I T DE&T Project No. 04-11-1905 i I. SOIL & AGGREGATE TESTING A. Standard or Modified Proctor (T99 or T180) $86.00/test B . Field Density Test by the Sand- Cone Method (T191 ) $28 . 00/test C. Field Density by the Drive-Sleeve Method (T204) $23 . 00/test D . Field Density by the Nuclear Method (T238) (includes moisture content determination, T239) $23 .00/test E. Moisture Content of hi-Place Soil or Soil Aggregate by Nuclear Methods (T239) (no charge when done in conjunction with T238) $ 10. 00/test F. Limerock Bearing Ratio (FM 5-515) (LBR) S300. 00/test G. Florida Bearing Value (FBV) $25 .00/test H. Sieve Analysis of Fine and Coarse Aggregates (T27) $ 65 .00/test I. Particle-size Analysis of Soil (T88) $45 . 00/test J. Percent Finer than the U.S . No .200 Sieve (FM 1 -T 011 ) $30. 00/test K. Liquid Limit of Soils (T89) $45 .00/test L. Plastic Limit and Plasticity Index of Soils (T90) $45 . 00/test M . Organic Content of Soils (T267) $30. 00/test N. Carbonates of Calcium and Magnesium (FM 5 -514) $60. 00/test O. Permeability of Granular Soils (Constant Head) (T125) $ 165 .00/test P. Unconsolidated, Undrained (UU) Compressive Strength of Cohesive Soils in Trail Compression (T296). $200.00/point 523A NW Enterprise Drive Phone: (772) 343-9787 • Fax: (772) 343-9404 Email_ info(nEb,detinc.net Page 1 of 7 DUNKELBERGER ENGINEERING & TESTING, INC . Indian River County Continuing Geotechnical Services FeeSc October 2006 through September 200 X Indian River County Contract #701 H I B I T t i i i A DE&T Project No . 04-11 -1905 Q . Consolidated, Undrained (CU) T. axial Cornpression Test on Cohesive Soils (D4767) $385 .00/point R. Consolidation Testing of Undisturbed Sample (T216) 5375 . 00/sample S . Unconfined Compressive Strength of Cohesive Soil (undisturbed sample) (D2166) $40. 00/test T. Unconfined Compressive Strength of Cohesive Soil (remolded sample) (D2166) $60. 00/test U. Direct Shear Test of Soils Under Consolidated Drained Conditions (D3080) 5200. 00/test V. Soil Corrosivity (pH, sulfate, chloride, resistively) $ 150. 00/test II. CONCRETE TESTING A. Compressive Strength of Cylindrical Concrete Specimens (T22) ; includes one ( 1 ) slump test, molding, transporting, curing and lab, testing (4 cylinders per set) $ 85 .00/set B . Flexural Strength of Concrete Using Simple Beam with 3rd-Point Loading (T97); slump, molding, transporting, curing and testing (3 beams per set) $ 100.00/set C . Compressive Strength of Hydraulic Cement Mortar (T106) 3 cubes per set) $ 70. 00/set D. Slump of Portland Cement Concrete (T119) $ 15 .00/test E . Air Content of Fresh Concrete by Volumetric Method (C173) $20.00/test F. Unit Weight of Fresh Concrete (C138) $25 . 00/set 523A NW Enterprise Drive Phone: (772) 343-9787 • Fax : (772) 343-9404 Email: infoCctdetine.net Page 2 of 7 DUNKELBERGER ENGINEERING & TESTING, INC . Indian River County Continuing Geotechnical Services Fee Schedule October 2006 through September 20 Indian River County Contract 4701EEXHI B I T " All DE&T Project No. 04-11 - 1905 G . Field Coring of Hardened Concrete (2 " or 4" dia-mete) • Mobilization and Equipment Usage $ 115 . 00/day • Field Coring - technician time, portal-to-portal; $ 55 .00/hour/ usually requires two technicians technician Note: May also require utility notification, which is billed at a Staff Engineer's rate, and MOT (project specific requirement/costs). This task will be quoted on a project-by-project basis. H . Compression Testing of Field Cores (C42) $30.00/core I. Windsor Probe (minimum of 2 shots) (C803) $57.00/shot J. Swiss Hammer (C805) and Pachometer Testing • Equipment Usage $28 . 00/trip • Senior Engineering Technician $ 55 .00/hour K. Compressive Strength of Masonry Prisms (C 1314) (3/set) $255 .00/set III. ASPHALT TESTING A. Quantitative Extraction of Bitumen from Bituminous Paving Mixture (T164) $ 135 .00/test B . Stability Tests (Hubbard Field or Marshall) (3 pill set) $ 130.00/test C . Asphalt Thickness Determination (2" or 4" diameter) • Mobilization and Equipment Usage $ 115 . 00/day • Field Coring - technician time, portal-to-portal; $ 55 .00/hour/ usually requires two technicians technician Note: May also require utility notification, which is billed at a Staff Engineer's rate, and MOT (project specific requirement/costs) . This task will be quoted on a project-by-project basis . D . Specific Gravity of Asphalt cores for Density Determination (T166) $20. 00/core 523A 1V'W Enterprise Drive Phone: (772) 343-9787 • Far: (772) 343 -9404 Email : info a:detinc.net Page 3 of 7 DUNKELBERGER ENGINEERING & TESTING, INC . Indian River County Continuing Geotechnical Services Fee Schedule October 2006 through September 200 =1B Indian River County Contract #7018 Ei e A I ' DE&T Project No. 04-11 -1905 IV. FIELDEXPLORAiIO1V WORK A. Soil Investigation and Sampling by Auger Borings See Item "D " below $9.25/foot B . Penetration Test and Split-barrel Sampling of Soils (T206) See Item "D " below 0' - 50' : $ 12.00/foot 50' - 75 ' : $ 14.00/foot 75 , - 100' : $ 19. 00/foot C . Soil Investigation and Sampling by Hollow-Stem Auger Boring (T251 ) - See Item "D " below 0' - 50' : 512.00/foot D . Mobilization/demobilization of Truck-Mounted Drill Rig - lump sum cost in addition to footage charges shown above in Items "A" through " C" $350. 00/event E . SFWMD Constant/Falling Head Field Permeability Tests S350. 00/test F. Casing Installation (up to 4 " ID) 0' - 50' : $6. 00/foot 50' - 75 ' : $ 8 .00/foot 75 , - 100' : $8 .00/foot G. Grout Seal Boreholes 0' - 50' : S4. 00/foot 50' - 75': $6 .00/foot 75 , - 100' : $6.00/foot H. Pressure Cleaning Drilling Tools • Steam Cleaner $ 145 . 00/day • Rig Time $ 150.00/hour I. Cone Penetration Sounding $ 10. 50/foot J. Rock Coring (HQ Barrel) 0' - 50': $30.00/foot 50' - 75 ' : 532.00/foot 75, - 100' : $34. 00/foot 523A NW Enterprise Drive Phone: (772) 343 -9787 • Fa : (772) 343-9404 Hmail: infoO detinc.net Page 4 of 7 DUNKELBERGER ENGINEERING & TESTING, INC . Indian River County Continuing Geotechnical Services Fee Schedule October 2006 through September 2 Indian River County Contra ct #70 8 E =H1 I T DE&T Project No. 04-11 -1905 K. Thin-Walled Tub Samples (Shelby and Fixed Piston) 5100 .00/each L. Groundwater Measurement and Sampling 1 . Shallow Piezometer (less than 12 feet) $25 .00/117 2. Grouted Piezometer (2 inch diameter) 0 - 25 ft depths 530. 00/lf 25 - 50 ft depths S30. 00/11' 50 - 75 ft depths $35 . 0011f 75 - 100 ft depths $38 . 00/lf 3 . Groundwater Monitoring Wells 2" diameter 0 - 25 ft depths $ 30 . 00/lf 25 - 50 ft depths $33 .00/lf 50 - 75 ft depths $40 . 00/lf 75 - 100 ft depths $50. 00/lf 4. Locking Protection Assembly (Riser) $290. 00/each 5 . Locking Protection Assembly (flush mounted) $290. 00/each 6. Clear/Develop Wells for Sampling 5150.00/hour 7. Sampling of Wells/Deliver to Water Quality Laboratory $65 . 00/hour M. Double-Ring Infiltration Test $ 500. 00/test N. Field Vane Shear Test $55 . 00/test, Plus drilling costs O . Drill Rig/Crew (2-man) Stand-by $ 150.00/hour Note: This work usually requires utility notification and engineering analysis. MOT may also be needed. This work will be quoted on a project-by-project basis . 523A NW Enterprise Drive Phone: (772) 343-9787 • Fax: (772) 343-9404 Email: info,«;detinc.net Page 5 of 7 DUNKELBERGER ENGINEERING & TESTING, INC . Indian River County Continuing Geotechnical Services Fee Schedule October 2006 through September 2007 Indian River County Contract #7018 DE&T Project No. 04-11 -1905E:XHIBIT 4-11 -1905 EXHIBIT " A " V. ENGINEERING SERVICES A. Technician Inspection Services • Engineering Technician $45 . 00/hour • Senior Engineering Technician/Inspector $55 . 00/hour B . Certified Building (Concrete/Steel) Inspection Services $ 75 . 00/hour C. Clerical/Word Processing $40.00/hour D. Computer Graphics $50. 00/hour E. Environmental Technician $65 . 00/hour F. Staff Engineer $75 .00/hour G. Project Engineer 595 .00/hour H. Registered Professional Engineer $ 120. 00/hour I. Principal Engineer $ 145 .00/hour 523A NW Enterprise Drive Phone: (772) 343-9787 • Fax : (772) 343-9404 Email : info a:detinc.net Page 6 of 7 DUNKELBERGER ENGINEERING & TESTING, INC . Indian River County Continuing Geotechnical Services Fee Schedule October 2006 through September 20 Indian River County Contract #70 $ EXHIBIT " All DE&T Project No. 04-11 -1905 Notes : 1 . A minimum charge of $70.00 will be applied for field testing services such as in-place density testing. 2 . Sample pickup time for laboratory tests will be billed at $55 .00 per hour unless performed in conjunction with other field testing services (in place density tests or concrete tests) services. 3 . Engineering technician time spent on concrete testing services will be billed at $45 .00 per hour for on-site standby time in excess of 1 hour per set, cylinder set pickup performed not in conjunction with other field testing services, and cancellation without notice. 4. Hourly rates are portal-to-portal . 5 . A minimum of 0.5 hour of Registered Professional Engineer time will be charged per report. 6 . An overtime factor of 1 .5 will be applied to the attached rates for work performed on weekends, holidays, and outside the regular work week (7 :30 a.m. to 5 :00 p.m. Monday through Friday). 7 . These fees do not include costs for maintenance-of-traffic (MOT) and/or utility locations which maybe required for certain jobs. These costs will be negotiated on an as-needed, case-by-case basis. 8 . The Field Exploratory Work costs are for land-based work using truck-mounted drilling equipment only. Sites requiring all-terrain drilling equipment, clearing, and water-based work will be quoted on a site specific basis. 9. Third party charges and other out-of-pocket expenses will be billed at cost plus 12% . 523A NW Enterprise Drive Phone : (772) 343-9787 9 Fax : (772) 343-9404 Email: info(a',detmc.net Page 7 of 7 � gwER Board of County Commissioners G 1840 25th Street ,Mai Vero Beach, Florida 32960 �t Telephone: (772) 567-8000 F�OR1�A FAX: 772- 778-9391 RENEWAL OF PROFESSIONAL GEOTECHNICAL SERVICES AGREEMENT FOR ANNUAL GEOTECHNICAL SERVICES IRC PROJECT NO. 0534 This shall serve as mutual consent to extend the Agreement between Indian River County and Ardaman & Associates, Inc. for Professional Geotechnical Services from October 1 , 2006 to September 30, 2007 . All provisions of the original agreement, approved November 2 , 2004 shall remain in full force and effect. The fee schedule for October 1 , 2006 through September 30, 2007 shall remain in effect from October 1 , 2006 through September 30, 2007 as stated in "Exhibit A" (attached) . ARDAMAN & ASSOCIATES, INC INDIAN RIVER COUNTY, FLORIDA I)an 'bra ack, :E . Arthur �fr)Neuberger C- irman 3 TTT E: __ Approvedby ICC October 3 . 2006 All Attest : \k\qZ64 .-4114c , FW* Jeffrey K. Barton, Clerk of Circuit Court L. William G. Collins, II, County Attorney Approved as to Form and Legal Sufficiency a ,,za� A , (?PoJ e4phA. gird J unty Administrator CAIJocumen is and SettingsVdan .zratIackVLocal Settings; Temporary Intemet HIes01 KR',0534 Agreement Rene" a] -AN'daman 06-07 .doc ARDAMAN & ASSOCIATES, INC. PORT ST. LUCIE OFFICE FEE SCHEDULE FOR INDIAN RIVER COUNTY ENGINEERING/PUBLIC WORKS DEPARTMENT (October 1 , 2006 through September 30, 2007) CONCRETE SAMPLING AND TESTING Cylinder samples (4 cylinders per set) : molding, transporting, curing and strength testing (ASTM C-31 and C-39) . Includes one slump (ASTM C- 143) and one temperature determination. Cylinders shall be left in a place provided by the Contractor, covered with plastic caps and attempts made to provide shade thereon . If temperature of the air is critical to first 24 hours (during field curing) , equipment to maintain such controls shall be provided by others (no additional charge for pickup) $70.00/set Additional cylinders $ 13.00/cylinder Grout Prisms $270 .00/set of three Technician time due to construction delays in excess of 1 .0 hour portal to portal on the date cylinders are made . $42.00/hour Technician time $42.00/hour Curing and strength testing samples delivered to our laboratory (ASTM C-39) $ 12.00/cylinder Continuous monitoring of concrete placement and/or extra slump and temperature tests, technician time $42.00/hour Slump tests (ASTM C- 143) $ 12.00/test Air Entrainment (ASTM C- 173) $22.00/test Unit Weight $28.00/test Yield tests $28.00/test SAMPLING AND TESTING OF IN - PLACE CONCRETE/SOIL CEMENT Corina and testing of cored samples: Technician time (two technicians may be required) $42.00/hour/technician Mobilization of coring equipment : With power supplied $ 125.00/trip Without power supplied $ 100.00/trip Trimming, capping and strength testing (ASTM C-42) $28.00/core Depth measurement $ 12.00/core Pachometer testing : Mobilization of equipment $50.00/trip Technician time $42.00/hour " These prices are in effect for work completed through September 30, 2007. ARDAMAN & ASSOCIATES, INC. PORT ST. LUCIE OFFICE FEE SCHEDULE FOR INDIAN RIVER COUNTY ENGINEERING/PUBLIC WORKS DEPARTMENT (October 1 , 2006 through September 30, 2007) Swiss Hammer: Mobilization of equipment $50.00/trip Senior Technician time $48.00/hour SITE PREPARATION PROCEDURES INSPECTION, SAMPLING AND TESTING SERVICES Monitoring of the removal of deleterious soils or materials. Inspection of placement and compaction of fill material . Penetrometer tests. Sampling of natural fill material . Inspection of borrow areas . Engineering technician $42.00/hour Sr. Engineering technician $48.00/hour Project Engineer $85.00/hour Density Tests : In-situ density tests, nuclear or dry sleeve method (minimum of four per trip, per hour) $22.00/test or In-situ density tests, nuclear or dry sleeve method , and penetrometer tests Engineering technician time $42 .00/hour Sampling of natural or fill material : Engineering technician $42 .00/hour SFWMD Exfiltration tests $350 .00/test Double ring infiltrometer tests $450 .00/test SOIL AND ROCK LABORATORY TESTING Modified (ASTM D- 1557) Proctor - Rock $80.00/test Modified (ASTM D- 1557) Proctor $75 .00/test Standard (ASTM D-698) Proctor $75 .00/test Moisture content $ 15 .00/test Organic Content $30 .00/test Sieve Analyses (ASTM D-421 , D-422) $65 .00/test Percent Fines $30 .00/test Atterberg Limits (ASTM D-423, D-424) $80 .00/test Limerock Bearing Ratio test $250 .00/test Florida Bearing Value test $35 .00/test Carbonate content determinations $50 .00/test Corrosion series (soil Ph, sulfate, chloride & resistivity) $ 125.00/each ' These prices are in effect for work completed through September 30, 2007. ARDAMAN & ASSOCIATES, INC. PORT ST. LUCIE OFFICE FEE SCHEDULE FOR INDIAN RIVER COUNTY ENGINEERING/PUBLIC WORKS DEPARTMENT (October 1 , 2006 through September 30, 2007) ASPHALT: FIELD INSPECTION , SAMPLING AND LABORATORY TESTING Corinq : Mobilization of coring equipment: With power supplied $ 125.00/trip Without power supplied $ 100.00/trip Technician time (two technicians may be required) $42.00/hour/technician Certified engineering technician to inspect preparation of base course/surface installation or plant control $48.00/hour Marshall stability and flow test (includes pill densities) $90.00/test Extraction and gradation tests (sampled hot) $90 .00/test Extraction and gradation tests (sampled from pavement) $ 125 .00/test In-situ Density tests ( minimum of six tests/trip) $22 .00/test Depth measurements $7 .00/test STRUCTURAL STEEL Field inspection for visual examination of welds, bolt torque testing , etc . Senior Project Consultant ( P . E .) $ 120.00/hour Senior Project Engineer (P .E.) $98.00/hour Project Engineer $85 .00/hour Sr. Engineering technician $48.00/hour Equipment charge to be determined by project TRAVEL CHARGES Charge determined on a per-job basis. (Most jobs are billed portal to portal) . OVERTIME AND HOLIDAY Charges will be increased 50% for work performed during weekends, official holidays, and during weekdays for hours exceeding 8 hours per day or 40 hours per week. SUBCONTRACTING SERVICES Cost plus 12% ` These prices are in effect for work completed through September 30, 2007. ARDAMAN b ASSOCIATES, INC. PORT ST. LUCIE OFFICE FEE SCHEDULE FOR INDIAN RIVER COUNTY ENGINEERING/PUBLIC WORKS DEPARTMENT (October 1 , 2006 through September 30, 2007) SUBSURFACE FIELD EXPLORATIONS Mobilization & demobilization of drilling crew and equipment and boring location layout $ 175 .00 Standard Penetration Test (SPT) borings (ASTM D- 1586) in soil ( N-values less than 50 ) : From surface to depths of 25 feet $ 1 1 .00/foot From 26 to 50 feet $ 12.00/foot From 51 to 75 feet $ 13.25/foot From 76 to 100 feet $ 14.50/foot Additional charge for SPT in high resistance soil/rock (N-values greater than 50) $3.50/foot Continuous SPT testing and sampling $22.00/sample Other subsurface samplinq and testing methods: Auger borings $7.50/foot Muck probings $375.00/technician/day Wash borings (cutting only) : Soil $8.00/foot Rock $ 10.00/foot Undisturbed sampling : Shelby tube $ 120.00/sample Fixed piston $ 110.00/sample Dutch Cone Soundings varies Piezocone Soundings varies ' These prices are in effect for work completed through September 30, 2007. ARDAMAN & ASSOCIATES, INC. PORT ST. LUCIE OFFICE FEE SCHEDULE FOR INDIAN RIVER COUNTY ENGINEERING/PUBLIC WORKS DEPARTMENT (October 1 , 2006 through September 30, 2007) Other Charges: Standby time (per crew hour) $ 120 .00/hour Borehole grouting and sealing $ 120.00/hour plus materials Furnish, install and remove casing $8.50/foot Lodging and subsistence (crew-man/day) $75 .00/day Materials cost + 20% Special Drilling : Barge drilling varies NQ wireline coring varies Drilling at depths in excess of 100 feet varies Large diameter boreholes varies Groundwater Sampling : Installation of piezometers and observation wells varies Special piezometer of polluted soil and groundwater varies Subsurface Permeabilitv Tests: SFWMD Exfiltration test $350.00/test ENGINEERING AND INSPECTION SERVICES Inspection of construction procedures, data evaluation and report preparation Senior Consultant $ 120 .00/hour Senior Project Engineer ( P. E.) /Branch Manager $98 .00/hour Project Engineer $85.00/hour Staff Engineer $75.00/hour Sr. Engineering Technician $48.00/hour Engineering Technician $42.00/hour Draftsman $40.00/hour Secretary $40.00/hour ' These prices are in effect for work completed through September 30, 2007.