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2016-151
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2016-151
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Last modified
9/23/2016 10:54:51 AM
Creation date
9/23/2016 10:54:51 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
First Amendment
Approved Date
09/20/2016
Control Number
2016-151
Agenda Item Number
8.L.
Entity Name
KSM Engineering & Testing Inc.
Subject
Renewal and Amendment No.1 Services Agreement
2016-2018
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V� 00ILQ <br /> All;�n D;7)AVA <br /> KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. <br /> MARTIN (772)337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772)589-0712 <br /> PALM BEACH (561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488 <br /> FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772) 229-9093 <br /> C.A.: 5693 FAX(772)589-6469 <br /> FEE SCHEDULE <br /> Indian River County <br /> Professional Geotechnical Services <br /> 09/23/2016 - 09/22/2018 <br /> CONCRETE TESTING <br /> Concrete Test Cylinders (4 cylinders/Set) Includes : <br /> Slump, Pick Up and Laboratory Work. . . . . . . . . . . . . . . . $ 95. 00/Set <br /> Technician Time Due to Construction Delays <br /> In Excess of 1 . 0 Hour Standby (Per Set) . . . . . . . . . . . . . . 45. 00 hr. <br /> Continuous Monitoring of Concrete Placement <br /> (Inspections/Slumps) If Requested . . . . . . . . . . . . . . . . . . . 45. 00 hr. <br /> Air Content . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15. 00 ea. <br /> Unit Weight of Concrete . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 . 00 ea. <br /> Field Core (minimum of 4) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50 . 00 ea. <br /> Swiss Hammer Test (Minimum of 3 per trip) . . . . . . . . . . . . . . 35. 00 ea. <br /> Mortar Cubes (Set of 4) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 95. 00/set <br /> SOIL TESTING <br /> Standard or Modified Proctor . . . . . . . . . . . . . . . . . . . . . . . . . . $ 85. 00 ea. <br /> Field Density Test (Minimum of 4 per visit) . . . . . . . . . . . . 23 . 00 ea. <br /> Florida Bearing Value (FBV) (Minimum of 3 samples) . . . . . 25. 00 ea. <br /> Limerock Bearing Ratio . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 250 . 00 ea. <br /> Carbonate Test . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50 . 00 ea. <br /> Sieve Analysis (Includes #200 Sieve Washed) . . . . . . . . . . . . 100. 00 ea. <br /> #200 Sieve (Washed) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50 . 00 ea. <br /> Pick-Up Sample (No Charge with Additional Site Testing) 40 . 00 hr. <br /> D.E. P. Requirements for Beach Sand. . . . . . . . . . . . . . . . . . . . . 400 . 00 ea. <br /> SFWMD Percolation Test (Including 14' Boring) . . . . . . . . . . 300 . 00 ea. <br /> Shelby Tube (Sandy Soils) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 . 00 ea. <br /> ASPHALT TESTING <br /> 2" Cores For Thickness Determination . . . . . . . . . . . . . . . . . . $ 30 . 00 ea. <br /> Extraction & Gradation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 125. 00 ea. <br /> Marshall Limits . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 125 . 00 ea . <br /> Pick-Up Sample (No Charge with Additional Site Testing) . 40 . 00 hr. <br /> Field Density Test (Minimum of 3 per visit) . . . . . . . . . . . . 20 . 00 ea . <br /> STANDARD PENETRATION TESTING <br /> Soil Borings 0 ' -20 ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 10 . 00/ft. <br /> Soil Borings 20 ' -40 ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 . 50/ft. <br /> Soil Profiles - Hand Augers . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 . 00/ft. <br /> Static Cone Penetrometer Readings . . . . . . . . . . . . . . . . . . . . . 10 . 00 ea. <br /> Mobilization/Demobilization for SPT or Soil Profiles 140 . 00 ea. <br /> 1 <br /> Ronald G. Keller, P.E.: 37293/SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 <br />
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