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HomeMy WebLinkAbout2013-035 � yJ 013 - a 3.5 Board of County Commissioners G 180127th Street Vero Beach, Florida 32960 * * Telephone: (772) 567=8000 �'L•ORt�Q' FAX: (772) 778=9391 RENEWAL OF PROFESSIONAL GEOTECHNICAL SERVICES AGREEMENT FOR ANNUAL GEOTECHNICAL SERVICES This shall serve as mutual consent to extend the Agreement between Indian River County and K .S . M . Engineering & Testing, Inc. for Professional Geotechnical Services from March 3, 2013 to March 2, 2014. All provisions of the original agreement, approved March 2, 2010 shall remain in full force and effect . The fee schedule for March 3, 2013 through March 2, 2014 shall remain in effect from March 3, 2013 through March 2, 2014 as stated in " Exhibit A" ( attached ) . • aa°aaaaasuaes I S S !p NF900°°°. K• S. M ENGINEERING & TESTING, INC, INDIAN RIVER COUNTY, FLORID�•��'��� •'••• °; a ° eQ � s a Q :'e. yy • f O O se qir., .,_ � • tee (Npa 60 to "699 p E . Flescher, Chairman ��qN T Approved by BCC Attest : ry< V�-R—�+ • G Jeffrey R . Smith , Clerk of Court & Comptroller 19 lbs, in Alan S . Polackwich ) Sr., County Attorney J seph A. aird , County Administrator Approved as to Form and Legal Sufficiency C :\Users\Linda\AppData\Local\Microsoft\Windows\Temporary Internet Files\OLK84EB\KSM Geotechnical Services 'Contract Renewal 2013- 2014.doc I KSM KELLER , SCHLEICHER & Mac WILLIAM ENGINEERING AND TESTING , INC . MARTIN (772) 3374755 POO BOX 78=1377 , SEBASTIAN , FL 32978=1377 SEBASTIAN (772) 589-0712 PALM BEACH (561 ) 845-7445 www. ksmengineering.net MELBOURNE (321 ) 768-8488 FAX (561 ) 845-8876 E-Mail : KSM@KSMENGINEERING .NET ST. LUCIE (772) 229-9093 C.A. : 5693 FAX (772) 589-6469 FEE SCHEDULE Indian River County Professional Geotechnical rzyi res 03 / 03 / 2013 - 03 / 02 / CONCRETE TESTING H I IT / Concrete Test Cylinders ( 4 cylinders / Set ) Includes : Slump , Pick Up and Laboratory Work . . . . . . . . . . . . . . . . $ 85 . 00 / Set Technician Time Due to Construction Delays In Excess of 1 . 0 Hour Standby ( Per Set ) . . . . . . . . . . . . . . 40 . 00 hr . Continuous Monitoring of Concrete Placement ( Inspections / Slumps ) If Requested 40 . 00 hr . AirContent . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 15 . 00 ea . Unit Weight of Concrete . . . . . . . . . . 12 . 00 ea . Field Core ( minimum of 4 ) . . . . . . . . . . . . . . . . . . . 50 . 00 ea . Swiss Hammer Test ( Minimum of 3 per trip ) . . . . . . . . . . . . . . 35 . 00 ea . Mortar Cubes ( Set of 4 ) 85 . 00 / set SOIL TESTING Standard or Modified Proctor . . . . . . . . . . . . . . . . . . . . . . . . . . $ 75 . 00 ea . Field Density Test ( Minimum of 3 per visit ) . . . . . . . . . . . . 20 . 00 ea . Florida Bearing Value ( FBV ) ( Minimum of 3 samples ) . . . . . 25 . 00 ea . Limerock Bearing Ratio . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 250 . 00 ea . Carbonate Test . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50 . 00 ea . Sieve Analysis ( Includes # 200 Sieve Washed ) . . . . . . . . . . . . 100 . 00 ea . # 200 Sieve ( Washed ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50 . 00 ea . Pick - Up Sample ( No Charge with Additional Site Testing ) 40 . 00 hr . D . E . P . Requirements for Beach Sand . . . . . . . . . . . . . . . . . . . . . 300 . 00 ea . SFWMD Percolation Test ( Including 14 ' Boring ) . . . . . . . . . . 300 . 00 ea . Shelby Tube ( Sandy Soils ) 100 . 00 ea . ASPHALT TESTING 2 " Cores For Thickness Determination . . . . . . . . . . . . . . . . . . $ 30 . 00 ea . Extraction & Gradation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 125 . 00 ea . Marshall Limits . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 125 . 00 ea . Pick - Up Sample ( No Charge with Additional Site Testing ) . 40 . 00 hr . Field Density Test ( Minimum of 3 per visit ) . . . . . . . . . . . . 20 . 00 ea . STANDARD PENETRATION TESTING Soil Borings 0 ' - 20 ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . $ 10 . 00 / ft . Soil Borings 20 ' - 401 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 . 50 / ft . Soil Profiles - Hand Augers . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 . 00 / ft . Static Cone Penetrometer Readings 10 . 00 ea . Mobilization / Demobilization for SPT or Soil Profiles . . 125 . 00 ea . 1 Ronald G . Keller, P. E.: 37293 / SI Lic. No. : 860 / Julie E. Keller, P. E. : 68366 I KSM KELLER , SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING , INC . MARTIN (772) 3374755 PO, BOX 78_1377, SEBASTIAN , FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561 ) 845-7445 www.ksmengineering.net MELBOURNE (321 ) 768-8488 FAX (561 ) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A. : 5693 FAX (772) 589-6469 FEE SCHEDULE Indian River County Professional Geotechnical Services 03 / 03 / 2013 - 03 / 02 / 2014 ENGINEERING SERVICES Project Engineer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 125 . 00 / hr . Staff Engineer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 85 . 00 / hr . Technician Inspection Services . Regular Time . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45 . 00 / hr Overtime ( 5 : 00 pm - 7 : 00am ) . . . . . . . . . . . . . . . . . . . . . . 55 . 00 / hr . Overtime ( weekends ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • 65 . 00 / hr . Monitoring of Pile Installation : Regular Time . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55 . 00 / hr . Overtime ( 5 : OOpm - 7 : 00am ) . . . . . . . . . . . . . . . . . . . . . . . 65 . 00 / hr . Steel Inspection ( Visual Welding Inspection and Bolt Torque Testing ) : Regular Time . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55 . 00 / hr . Overtime . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 65 . 00 / hr . Clerical Services - Word Processing . . . . . . . . . . . . . . . . . . . . . 40 . 00 / hr . Threshold Inspection Services . . . . . . . . . . . . . . . . . . . . . . . . . . 80 . 00 / hr . By : 0! J E . er , . E . Tit ident Lwow Date . d 2 Ronald G . Keller, P. E.: 37293 / SI Lice No. : 860 / Julie E. Keller, P. E. : 68366