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Baker-Aielden & Associates, Inc. June 3, 1999 PSI Proposal No. 301-9084 Page Five of Seven PROFESSIONAL SERVICE INDUSTRIES, INC. Schedule of Services and Fees Geotechnical Engineering Services Effective January I, 1999 ENGJ),"EERING Engineering and technical services for preliminary recormaissance. boring layout, delayed water levels. backfilling of borings, evaluation, field supervision, analysis. recommendations. reporting and consultation: Chief Geotechnical Engineer........ ........ ..... ...... ....... ............... ....................... Per Hour .............. ........................................ $ 120.00 Senior Geotechnical Engineer ...................................................................... Per Hour ...................................................... $ 90.00 Project Geotechnical Engineer....... ....... .....,....,........ ....... ....... ....................... Per Hour .. ................ ..... ...... ......... ................ $ 70.00 Engineering Technician.. .......... .................................................................. Per Hour ............ .......................................... $ 40.00 Clerical......................................... ............. ..... .................. ..................... Per Hour................ ......... ............. ................ $ 25.00 CAD Services.............. ....... .......... ... ........... ........................ ..................... Per Hour........ ..... ........... .............. ..... ........... $ 40.00 A transportation charge of $O.42/mile and per diem charge of $60.00/manlday will be added. if applicable. DRILLING Mobilization and moving of drilling equipment on and off site each way: Auger drilling without sampling: Depth, Feet 0-25..................................................................,...................,............... 25-50.............................,............... ........,............................................... 50-100 ...... .................... ...... ........ .............. ........ ..... ........ ........................ 100+ ...............,...........................,.................................,...................... Per Mile....................................................... $ 2.50 Per Minimum ................................................ $ 175.00 Soil Drilling Per Linear Foot.,.................... $ 11.00 Per Linear Foot.............,........ $ 13.00 Per Linear Foot...................... $ 15.00 Quoted Upon Request Rock Coring $ 15.00 $ 20.00 $ 30.00 Soil sampling as required with split-barrel or thin wall tube (Shelby Tube) sampler: Depth, Feet 0-25 ........ ...,........ .............. .................H.............u.......~........_.~H..' ..U..H.~". .Per Sample .... ......... .mm....n.m....... ............... $ 8.00 25-50......... .......... .... ............ ................. ..... ............... .... ......... ................ Per Sample.... ....... ........... ...... ....... ..... ..... ...... $ 8.00 50-100.......... ....... ..... ...... .... ..... ...... ............ ............................................ Per Sample ....... ................ .....,.. .................... $ 8.00 100+ ......... ............................. ..... ........................ ........ ............. ............ Quoted Upon Request Additional Charge for Special Equipment or Expendable Supplies: All terrain vehicle mounted drill rig............................................................... lMobilize all terrain vehicle to site ................................................................ *Air compressor, hoses. filters. fuel.............................................................. (utilized for rock core drilling) Special and/or insitu testing: Dennison or Piston Sampler ..................................................................... Other insitu testing with special equipment................................................... Cost of special equipment or permits for moving drilling equipment about the site ................................................................... U iL\TORY TESTING la1 Classification.. ..... ...........,.... ...... ......................... ..... ............ ....... ........... .uv.sture content tests ........ .......... ....... ....................... .............. ......... ................ Density determinations .... ..... ....... ........ ............. ........... ...... ..... ............... .,....... ... Unconfined compression tests w/o stress versus strain curve ....................................... Alterberg limits determination ......... ........ ......... ..... ............ ......... ......................... Percent swell tests. ....... ................ .......................... ........... .... ...................... ..... Swell pressure tests. ........ ................. .... ........... .................. ............................... Permeability testing. Falling or Constant Head ........................................................ Grain size analysis, mechanical ........................................................................... Percent passing #200 sieve.. ........ ....... ..... ........ ......................... ........... ............... Consolidation.........,...................................................................................... . Triaxial shear testing a. Unconsolidated-undrained................................................,...................... b. Consolidated-undrained. ..... ....... .....,...... ....... ..... ..... ....... ............... ... ....... c. Consolidated-drained.... ............. ................. ....... ...... .............................. Moisture-density relationship a. ASTM 0698 (Standard Proctor) ....................................,.......................... b. ASTM D1557 (Modified Proctor)............................................................. c. TEX 113E .... ........... ..... ............................ ............ ....... ..... .................. California Bearing Ratio w/o moisture-density relationship ....................................,.... Per Day....................................................... $ 690.00 Per Mile....................................................... $ 3.50 Cost Plus 15% Each. ....... ..... .......................... ..................... $ 75.00 Quoted Upon Request At Cost Plus 15% Each................ ..... ......... ......... ................ ..... $ Each.............................. ............ .................. $ Each............. ..... ......, ................................... $ Each..... ................... .............. ...................... $ Each..... ..... ............... ............. ....... ......... ...... $ Each........ ................... ......... ........,............... S Each... ...... .... ....... ....... ...... ....... ............... ..... S Each.............. ..................... ......................... $ Each........ ..... .... .................. ...... ................... $ Each...... ...... ............ .... ......................... .., .... S Each.......... ........... ... ............... ............ ......... $ 5.00 5.00 20.00 25.00 42.00 120.00 150.00 195.00 42.00 42.00 350.00 Per Point ...................................................... $ 120.00 Per Point.............................................,........ $ 350.00 Per Point ...................................................... $ 350.00 Each............ ......... ................... ................ .... $ 145.00 Each............. ........... ........ ....... ................. .... $ 145.00 Each............................................................ $ 145.00 Each................ ................................... ......... $ 275.00 RL\tARKS Services and fees not listed above will be quoted upon request. All test methods as per published ASTM. TxOOT or COE methods. Facsimile report copies are charged 3I $15.00 each plus $0.40 per page. Overnight mail service at cost plus 15%. I All terrain vehicle is located in Houston. Texas