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1" Road from 35`h Avenue to 32nd Avenue --- - - 2 - <br />Proposal File No. 08-64-3356B EXHIBIT °' A " � <br />Geotechnical Engineering Services: 4 <br />1. Engineering Technician (boring layout): 2 hours @ $42.00/hour ..................... $ 84.00 <br />2. Auger Borings: 24 linear feet @ $9.00/foot..................................... $216.00 <br />3. Percent Fines Content Tests: 4 tests @ $30.00/test ......................... .....$120.00 <br />4. Engineering Services & Report Preparation <br />Senior Project Engineer; 0.5 hour @ $98.00/hour. . - - .. . . ......... ...... $ 49.00 <br />Project Engineer; 5 hours @ $85.00/hour.................................. I .. $ 425.00 <br />CAD/Technical Draftsman; 1.5 hours @ $40.00/hour ............................... S 60.00 <br />Secretary,I hour @ $40.00/hour............................................ S 40.00 <br />Construction Materials Testing Services: <br />5. <br />In -Place Density Tests:140 tests @ $22.00/test................................... <br />$ 3,080.00 <br />6. <br />Modified Proctor Tests: 4 tests @ $80.00/test ................................... <br />$ 320.00 <br />7. <br />Limerock Bearing Ratio (LBR) Tests: 2 tests @ $ 250.00 .......................... <br />$ 5oo.00 <br />8. <br />Engineering Technician (sampling and standby time allocation, as needed): <br />Estimate 18 hours @ $42.00/1hour............................................. <br />$ 756.00 <br />9. <br />Asphalt Extraction and Gradation Tests: 2 tests @ $90.00/test........................ <br />$ 180.00 <br />10. <br />Asphalt Marshall Stability and Flow: 2 tests @ $90.00/test ........................... <br />$180.00 <br />11. <br />Project Engineer: 4 hours @ $98.00/hour...................................... <br />$ 392.00 <br />Total....................................................................... <br />$ 6,402.00 <br />TERMS AND CONDITIONS <br />This proposal is subject to the following terms and conditions: (1) access to testing locations is to be <br />readily available to our field personnel, (2) the proposed number tests and the associated depths will <br />be adequate, (3) undisturbed samples and consolidation tests on fine grained soils are not budgeted <br />into the total cost and (4) Ardaman & Associates cannot take responsibility for damages to underground <br />structures and/or services; their locations are to be provided by the client prior to commencement of the <br />field work. <br />CLOSURE <br />We appreciate the opportunity to submit this proposal and look forward to working with you on this <br />project. If this proposal meets with your approval, please indicate your acceptance by issuing the work <br />order that will be assigned to this project. Please call if you have any questions or require additional <br />information. <br />Sincerely, <br />ARDAMAN & ASSOCIATES, INC. <br />k'11J. lrtie/ 1�Zpj- <br />Will B. Cornelius II, P.E. <br />Project Engineer <br />Ardaman & Associates, Inc. <br />00% <br />i <br />LDan J. raIla ck, P.E. <br />ra Manager <br />