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<br />BERLOGAR GEOTECHNICAL CONSULTANTS
<br />fEE SCHEDULE- 2007
<br />G.»s~iSl
<br />I~f/. UV4! VV4
<br />Billlna Rote/Hour
<br />Principal Engineers and Geologists ...... ..............- - --....... -- ...............-.......-_.......- - ....._.. ......................... .........................................,.......$202.00
<br />Associate Engineers and Geologists ...........................................................................................
<br />,.,.
<br />.............................................................................. 171.OD
<br />00
<br />751
<br />senior engineers antl G,eologlzts........_ .,..._...... _ ............._ ................... _.............................. .
<br />..,...,............_...,................,,.....................................,
<br />00
<br />] 36
<br />Project Engineers and Geologists ............................. ................._,,..,.,...,...........,...._.................. .
<br />...............,...,..,,...........,,.,.................,....,..............,.,..
<br />12500
<br />Staff En®ineers and Geologists ..................................................................................................... .................................................................................
<br />.141
<br />00
<br />Supervising iechnicians ................................................................................................................. .
<br />................................................................................
<br />.105
<br />00
<br />Laboratory Technicians ................................................................................................................. .
<br />................................................................................
<br />00
<br />...
<br />...
<br />..1x5
<br />..
<br />.
<br />Senior Englneertng Technlclans .................................................................................................... .
<br />.
<br />...
<br />..
<br />.
<br />...............................................................
<br />9
<br />.
<br />00
<br />Engineering Teehnicions ......................................................... ................................. .• -............. .
<br />.
<br />...................-....................... --......................_...........
<br />,.,30.00
<br />,,
<br />Computer Time ..................................................................................._......,................,,..,........... ......
<br />...,.,,...,..,,.............,,,...,......,,,.....................,.,.,..
<br />9a.00
<br />..
<br />.
<br />.
<br />...
<br />Draftsman ....................................................................................................................................... .....
<br />.......
<br />.
<br />...............................................................
<br />..6a
<br />OD
<br />Word Processor ............. ................................................................................................................. .
<br />............................. ....................................
<br />.,....,....,,,,...,..a5.00
<br />..,.
<br />..................... .~-----............................-,--.
<br />Clericol ..............................:...................................... ...
<br />....,,..,...,.,,...........,,....,..................,.,
<br />..Cost + 20%
<br />......
<br />Outside Services ................ ..........................................................................................................
<br />. ..
<br />...............................................................
<br />..
<br />.,56a/tulle
<br />................................................
<br />vehicle ........................... ............................ ,.........-....................
<br />Nuclear Density Gouge (Two-Hour Mlnlmum) ........................................................................... .
<br />........................................ ..................-
<br />..................................................................................12.00
<br />Proton MOgnetometer ..................... ....._.... ..........,................,................,,....,....,....,........,....
<br />.....
<br />...........,,...........,-...................,,.....,.......... 146.00/day
<br />Seismograph 112 Channel) ........................................................................................................... .397.00/tlay
<br />................................................................ .
<br />Slope Indicotor ................................................................................ ............................................. .............. •- ......................... --......................281.00/day
<br />Sondex Insfrument ......................................................................................................................... .........................................................................135.00/day
<br />Shorln .. .............. .......................................,...
<br />g ............................................ .....,............................., ., ..,.,...................................................................1 10.00/doY
<br />Water Pump ..................................................................................................................................... ..........................................................................34.00/day
<br />Coring Machine ........................... ............................................................................................ • - ........., ...........................................,...........85.00/doY
<br />00/day
<br />..169
<br />Piezometer Readout Unit ..................................................._ - .....................-....----- - .......... .
<br />..........-- .............. .................... ---............
<br />1 b9
<br />OD/day
<br />Settlement Transducer ReodOut ....... ........................................................................................ .
<br />.........................................................................
<br />Overtimewark performedat the request of the Client or necessitated by Contractorworking overtimewill be billed at 1,5 times the hourly rotes
<br />Ilsred above.
<br />Expert witness tesiimon•Ndeposition minimum chorges3Z,600/day, $1,700/holEday, preparation at applicable Hourly rotes.
<br />Project-related out-side costs inclutling~ Equipment rental, consultants, special fees, permits or insurance. meals and lodging and other similar
<br />items era billed of cost + 30%. In lieu of Individually charging tor: Rho1o copies. faderalexprass, facslmle, telephone ontl deriC01 time o f{ot lea of
<br />2% of total labor will be charged. Copies of prevlouslyissued feporfs of up to 50 pages will be billed at $80,00 for the first copy, and $45.00 for
<br />each oddiiion0l Copy. SpeCIHO quotes far larger reports and/or reports containin0 drawings larger than 6'/, X 11 inches.
<br />I aboratorv Te Ts
<br />IUnit charge for laboratory }esfing including }ha normal laboratory work and report of results only. Unusual or tlma;t•consuming sample
<br />preparation or special tests ore billed ai hourly charge for the laboratory technician. Charges for testing which ore not listed will be given upon
<br />request. Similarly. o reduction of the Fee Schedule rata can be given for a I®e number of tests(.
<br /> Billing
<br /> R01e/fes}
<br />Class'rfication Tests
<br />Attarberg Limits (PI 8 LL) ................................... ............................$141
<br />Steve AnOlySI3 .................................................~.. ...,,,.,..,.....................11D
<br />Percent Passing #200 Sieve ............................. .................................58
<br />Hydrometer Anotysis ......................................... ................................135
<br />Sand Equivalent........ -......_...._ .. ........ - ... ......................._....11 S
<br />Specific Gravity ................................................. ...............................a 39
<br />Bulk SpeclFlc GrovHy ........................ .............. ................................120
<br />Moisture Content/Urit Weight .........................
<br />C
<br />i ..................................18
<br />urves
<br />Comooct
<br />on
<br />A, alnch Mold ....................................................
<br />..............................214
<br />8. 6-Inch nnold .................................................... ...............................257
<br />C.Callmpact(Wef( ...................... -._.,,...,. .,,...,..,.............,.....,,2I4
<br />D. Col Impact (Dry) ........................................... ...............................257
<br />E, 1 Poln1 verificallon ..... .................................. .....: ...........................94
<br />~roblllTv Fpatar
<br />A. Fine .................................................................. ...............................206
<br />B, Coarse ............................................................ ................ . -.....,..171
<br />I .A. Rattler ........................................................_ .....................----....219
<br />R-Value Tests
<br />NOf Requiring Repropartioning ........................
<br />....................._..-....293
<br />Requiring Reproportlonhtg ........................- .. ..,..,...,..,,.,...............331
<br />Cement. Lime. Othac ....................................... ...............................331
<br />Concrete Tests (inCl~ding moisture content
<br />and dry unit weight dalrsrminatlonsl
<br />A. Compression Tests (each specimen) .... ............................21
<br />B. Trial Botch ...................................................... ....................~--~---....AB7
<br /> Billing
<br />Rata T s
<br />Shrink/Swell Tesh (including moisture content
<br />and dry unit weight determinations)
<br />A. Undlsrurbed ............................................................................ .....$ 92
<br />B. Remolded.... - •• .................................................................... .......17~
<br />Sfrenaih Tests (Including malslura Content
<br />and dry unit weight determinations)
<br />i
<br />t
<br />P
<br />P
<br />er
<br />n
<br />o
<br />Direct Shear.
<br />A. Undlsturbed ................._...............,,.............,,,.,,,.,....... ....,., 56
<br />B. Remolded .................................................................... ......110
<br />Trlaxlol Campression Per Point
<br />A. Unconsdidated. Undrained ...................................... ......1 a4
<br />B. Unconsolidated, Undrained 8 Backsaturoflon ....... ......Zaa
<br />C. Consolidated, Undrolnetl ........................................ .......262
<br />D. Consolidated. Undrained & BocksoturOted .......... .......331
<br />E. GonsolldOted, Drained .............................................. ......759
<br />F. Pore Pressure Measurements ..................................... ......_86
<br />G, Remolded Specimens. Add. Per Point .................... ........62
<br />Unconfined Comoresslan
<br />A. Undlsturbed ................................................. ............ ........92
<br />B, Remolded.,.,,._ ............................................................ ......146
<br />Consolldotion Test{ (including moisture content
<br />and dry unit weight determinations)
<br />A. undlsturbed ................................................-............... ......2t9
<br />B. Remolded .................................................................... ......261
<br />C. Time Gompressi0n Curve, Per Increment ............... ........b2
<br />Asoholtic Concrete
<br />A. Maximum Density ........................................................ ......117.
<br />e. Fmocdon ........................................__,........................, ..,...1a6
<br />C. Gradation - ............................................................_ - --.135
<br />A new Fee Schedule Is Issued of f he beginning of each year Unless other onangements have been made, charges for all work
<br />performed after December 3i. 2006, (including projects initiated In the prior year) will bebosed on the new sch®dule of charges.
<br />A service charge of one percent per month (but not exceeding the maximum rote ollOvvable by law) will be payable on any amounts
<br />not paid within 30 days, payment Ih®reofler fo be applied first to accruod InT®resl Ond then to the principal unpaid amount. Any
<br />attorney's fees or other costs Incurred In collecting any delinquent amount shall be paid by the Client.
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