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Feasibility Study - Proposed Reservoirs City of San Marcos PSI Proposal No. 303-2025 March 4, 2002 Page 4 of6 PROFESSIONAL SERVICE INDUSTRIES, INC. Schedule of Services and Fees Geotechnical Engineering Services Effective January 1, 2002 ENGINEERING Engineering and technical services for preliminary reconnaissance, boring layout, delayed water levels, backfilling of borings, evaluation, field supervision, analysis, recommendations, reporting and consultation: Chief Geotechnical Engineer .............. ........... ..... .... ..... ....... ... .... .............. Per Hour......... ............. ......... ........ ............ $ Regional Geotechnical Engineer ......................................................... ...... Per Hour....... ............... ......... ............ ........ $ Senior Engineer. ............... ................................................................... Per Hour ........ .............. ......... ........... ......... $ Project Engineer/Manager..... ................................................................. Per Hour ........ ............... ........ ........ ............ $ Engineering Technician.......... ................................................................ Per Hour ........ .............. ................. ............ $ Clerical....... ........ ............ ............ ...................................................... Per Hour ......... ............ ........... ........ ...... $ CAD Services ........... .......... ........................... ................. ..... ............... Per Hour ........... ........... ............ ....... .......... $ A transportation charge of $OA2/mile and per diem charge of $60.00/man/day will be added, if applicable. 135.00 120.00 110.00 75.00 40.00 25.00 40.00 DRILLING Mobilization and moving of drilling equipment on and off site each way: Per Mile ................................................... $ 2.50 Per Minimum ............................................. $ 250.00 Auger drilling without sampling: Depth, Feet 0-25.................................................................................................. 25-50............................................................................................... . 50-100 .............................................................................................. 100+ ................................................................................................ Soil sampling as required with split-barrel or thin wall tube (Shelby Tube) sampler: Depth, Feet 0-25.................................................................................................. 25-50............................................................................................... . 5~100.............................................................................................. 100+ ................................................................................................ Additional Charge for Special Equipment or Expendallle 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 ............................................................... At Cost Plus 15 % LABORATORY TESTING Visual Classification .................................................................................... Moisture content tests................................................................................... Density determinations ................................................................................. Unconfined compression tests w/o stress versus strain curve................................... Atterberg 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 D698 (Standard Proctor) .. ............... .......................................... Each.... ............. ............. ...................... b. ASTM D1557 (Modified Proctor) ......................................................... Each. .................... ........ .......... .......... ...... c. TEX I13E........... ........... ................................................................ Each .................. .......... .......... ........... California Bearing Ratio w/o moisture-density relationship ..................................... Each........................................................ REMARKS Services and fees not listed above will be quoted upon request. All test methods as per published ASTM, TxDOT or COE methods. Facsimile report copies are charged at $15.00 each plus $OAO per page. Overnight mail service at cost plus 15%. Soil Drilling Per Linear Foot ................... $ 14.00 Per Linear Foot ................... $ 16.00 Per Linear Foot ................... $ 18.00 Quoted Upon Request Rock Coring $ 16.00 $ 21.00 $ 31.00 Per Sample...... .............. ....... ....... .............. $ Per Sample .......................................... $ Per Sample...... ........... ......... ......... ....... $ Quoted Upon Request 10.00 12.00 20.00 Per Day....... .............. ...... .. ......... ............. $1380.00 Per Mile .. .................. .......... ........ ............. $ 3.50 Cost Plus 15 % Each .............. ........... ................ ............... $ Quoted Upon Request 75.00 $ 5.00 $ 5.00 $ 25.00 $ 25.00 $ 50.00 $ 175.00 $ 150.00 $ 200.00 $ 45.00 $ 45.00 $ 400.00 $ 120.00 $ 500.00 $ 600.00 $ 150.00 $ 150.00 $ 165.00 $ 275.00 Each .......................................... ............. Each .................................................... Each ........................................................ Each ............................................... Each ........................................................ Each ........................................................ Each ....................................................... Each .................................................... Each ........................................................ Each ........................................................ Each ........................................................ Per Point. ............. ..... ....... ........ ............. .... Per Point. ............... .......... ......... ............. ... Per Point......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .