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KSM <br /> KELLER , SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING , INC . <br /> MARTIN (772) 337=7755 PO, BOX 78_1377, SEBASTIAN , FL 32978-1377 SEBASTIAN (772) 589-0712 <br /> PALM BEACH (561 ) 845=7445 wwwAsmengineering.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 /> December 27 , 2012 <br /> Chris Kafer, P : E . <br /> Indian River County <br /> 1801 27th Street <br /> Vero Beach , Florida <br /> Re : Multipurpose Athletic Field <br /> South County Park <br /> Indian River County, Florida <br /> Dear Mr. Kafer: <br /> Thank you for the opportunity to render a bid for professional engineering services in the way of <br /> soil compaction testing and concrete testing for the utilities , sewer, water line , parking areas , <br /> building pads , pavilions , lift station , light poles and existing swale at the above referenced <br /> project . <br /> We estimate the following tests will be required for the project. <br /> UTILITIES No. of Tests Amount <br /> 1 ) Over Sewer Line and Around Manholes <br /> Density Tests @ $20. 00 150 $ 31000.00 <br /> Modified Proctors @ $75. 00 3 $ 225.00 <br /> 2) Storm Drain Backfill <br /> Density Tests @ $20. 00 80 $ 1 ,600. 00 <br /> Modified Proctors @ $75. 00 2 $ 150. 00 <br /> 3) Watermain Backfill <br /> Density Tests @ $20. 00 15 $ 300.00 <br /> Modified Proctors @ $75. 00 2 $ 150.00 <br /> 4) Engineer Technician Time <br /> Technician Time @ $45. 00 /hr ' 10 Hrs $ 450.00 <br /> ** Total - Utilities $ 6,876.00 <br /> BUILDING PADS PAVILION AND SIDEWALK ETC... No. of Tests . Amount <br /> 1 ) Building Pads, Pavilion and Sidewalk etc... <br /> Density Tests @ $20. 00 25 $ 500.00 <br /> Modified Proctors @ $75. 00 3 $ 225. 00 <br /> 2) Concrete Testing <br /> Slump - 4 Cylinders per set @ $85 . 00/set 15 $ 1 , 275. 00 <br /> ** Total am Building Pads. Pavilion and Sidewalks etc. $ 2,000.00 <br /> Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 <br />