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Item 4.06 Kleinfelder Agmt (2)
CITY CLERK File # 600-30 AGENDA STATEMENT ~ ~' ':~"~:: ':'C~iTY"~0UNCIL~ M~E~E:TI NG'DAT~E~i~'"'-June 24, 1999 SUBJECT: Agreement with Kleinfelder, Inc. for General Geotechnical Services Report Prepared by: Lee S. Thompson, Public Works Director ATTACHMENTS: 1) 2) Letter from Kleinfelder ReSolution and Proposed Agreement RECOMMENDATION: ,,,,~ ~t~ Adopt resolution approving agreement and authorize Mayor to execute amendment. FINANCIAL STATEMENT: Under this agreement, Kleinfelder would provide general geotechnical services to the City based on the adopted rate schedule. Types of services performed would typically be peer review for private development or soils or material testing for Capital Improvement Projects. The cost of the service would be paid by the developer or budgeted for the specific Capital Project, as appropriate. Kleinfelder is proposing a rate schedule increase that averages a little less than 5% in personnel categories that have been utilized by the City in the past. DESCRIPTION: The City originally executed a two-year agreement with Kleinfelder in 1.996 which was intended to be renewed in June of 1998 but was inadvertently left out when the rest of the consulting service agreements were renewed. Kleinfelder has continued to provide geotechnical service to the City under its 1998 rate schedule. These services included peer review for-Tassajara Meadows and Greenbriar, as well as soils consulting services for the Emerald Glen park project. Because the original agreement expired a year ago, it is proposed to sign a new agreement rather than amend the old one. Kleinfelder is proposing a rate schedule increase for Fiscal Year 1999-2000 which averages a little less than a 5% increase among the staff categories that have been utilized by the City in the past.. This increase is commensurate with the ConsUmer Price In. Oe~_.~i~crog~e~._._.~tA~.fis proposing that the agreement be for a two-year period and to allow the consultant to request an adjustment of rates for the second year of the tenn. Under this agreement, Staff'would typically obtain a not-to-exceed proposal from Kleinfelder for each specific project. The cost of the work is budgeted within individual CYP's or is paid by developers. It is proposed to include a $50,000 per year maximum for this agreement. The work provided to date by Kleinfelder has been satisfactory, professional, and competitive, and Staff recommends that the City Council approve the agreement. g:\engrkkleinfl dkagstagrt99 ITEM NO. ~,~1~ KLEINFELDER March 12, ~ File No.: 10-3008-18 RECEIVED t g' 1999 CIi"Y' DU°` ,,, Mr. Kichard Ambrose City of Dublin 100 Civic Plaza P.O. Box 2340 Dublin, California 94565 Subject: Continuing On-call Geotechnicai Engineering Services for the City of Dublin Dear Mr. Ambrose: This letter confirms our desire to continue to provide geotechnical en=4neer/ng services for the City of Dublin. We have enjoyed working with the Public Works Department in providing review of various geotechnical reports, and to provide consultation services as needed. Our overall experience in the Dublin area is overwhelming, and therefore very useful to the City of Dublin. We have performed numerous projects in the Dublin area, including the Hacienda Crossings Shopping Center, widening of Dublin Boulevard and the streets around the Opus Creekside and Emerald Point projects, the design of the new Central Road, the Villas project, Autonation, and various other projects. Our experience includes hillside and flatland residential projects, commercial and retail projects, roadways, bridges, and under~ound utilities. We are Alameda County Zone 7 geotechnicaI consultant, and have worked as a liaison concerning geotechnical aspects between cities and Zone 7, which may be helpful to the City of Dublin. We are also working for Dublin-San Ramon Services District, and for Alameda County Surplus Land ~oup. Our experience with these other agencies can only be helpful to the City of Dublin in future projects. Attached is a copy of our current Fee Schedule. For most'of our services' for the City we have used a Project Engineer rate, with minor review of their work by either a Senior Project Manager or.Principal. A Staff Engineer generally performs our fieldwork. The wording of the contract we currently have with the City is acceptable to us for future work. We appreciate having worked with the City, and look forward to working with you in the upcoming year. If needed, we can offer other services including environmental assessments for 10-3008-18 (1019 L 169.doc)/jb KLFI N FELDER 7133 Koil Center Parkway, Suite 100, Pleas property that the City is to acquire or purchase, construction management, and material en~neering and testing. These services are available in our Pleasant office, along with one of the most complete material and geotechnical laboratories in the Bay Area. Thank you for being our client during this past year. Sincerely, KLEINFELDER, INC. Geotechnical Manager cc: Lee Thompson- DireCtor of Public Works, City of Dublin 10-3008-18 (I 019L169.doc)/jb © 1999 Kleinfelder, Inc. KLEiNFELDER 7133 Koll Center Parkway, Suite 100, Pleasanton, CA 94566-3101 {925) 484-1700 1925} 484-5838 fax RESOLUTION NO. - 99 /'_' .' WHERE~S,' the City has ut, h×ed the serrates of Kleinfelder, ..... ~st With acceptable .. WHEREAS, the initial agreement with Kleinfelder,.Inc., has e,xPired; and · the sli~ to c6ntinfie t~=i]t~e lder,s s~c Now; rr-mREFoRE; ~E rr REso~.wr> approve the agreement with Kleinfelder, which is~ attached hereto as "EXtfibit A." ........... :; ' '~' ' .i.: ' ':. -" .:' · BE IT FURTHER RESOLVED that the Mayor is authorized to execute the agreement. .z.::. '"".·~x~·~i~:'':~A~;~;~'~r~cq~oo~,, -~ ~,,.,,~, AND ADOPTED thi~ 24th d.,;,.0,~Jti22!~y ~ '"', 1999.· .... ',::~':.:--'"::~:'-b?, ·;;.:..'.:.~ AYES: ABSTAIN: _.5:-'~ '.: i ,:~.:.'? '~ ~. ~: City Clerk ~ACHMENT ..... ~- EXHIBIT A OF RESOLUTION STANDARD CONSULTING ENGINEERING SERVICES AGREEMENT THIS AGREEMENT is made at Dublin, california, as of Suly 1, 1999, by and between the CITY OF DUBLIN, a municipal corporation ("City"), and Kleinfelder, Inc. ("Consultant"), who agree as follows: 1. SERVICES. Subject to the terms and conditions set forth in this Agreement, Consultant shall provide to City the services described in Exhibit A. Consultant shall provide said services at the time, place, and in the manner specified in Exhibit A. 2. PAYMENT. City shall pay Consultant for services rendered pursuant to this Agreement at the time and in the manner set forth in Exhibit B. The payments specified in Exhibit B shall be the only payments to be made to Consultant for services rendered pursuant to this Agreement. Consultant shall submit all billings for said services to City in the manner Specified in Exhibit B; or, if no manner be specified in Exhibit B, then according to the usual and customary procedures and practices which Consultant uses for billing clients similar to City. 3. FACILITIES AND EQUIPMENT. Except as set forth in Exhibit C, Consultant shall, at its sole cost and expense, famish all facilities and equipment which may be required for famishing services pursuant to this Agreement. City shall famish to Consultant only the facilities and equipment listed in Exhibit C according to the terms and conditions set forth in Exhibit C. 4. GENERAL PROVISIONS. The general provisions set forth in Exhibit D are part of this Agreement. In the event of any inconsistency between said general provisions and any other terms or conditions of this Agreement, the other term or condition shall control insofar as it is inconsistent with the general provisions. 5..EXHIBITS. All exhibits referred to herein are attached hereto and are by this reference incorporated herein. 6. SUBCONTRACTING. The Consultant shall perform the work contemplated with resources available within its own organization and no portion of the work pertinent to this contract shall be subcontracted without written authorization by the City, except that which is expressly identified in the Consultant's proposal. 7. CHANGES. City may from time to time require changes in the scope of the services by Consultant to be performed under this Agreement. Such changes, including any change in the amount of Consultant's compensation which are mutually agreed upon by City and Consultant, shall be effective as amendments to this Agreement only when in writing. 8. RESPONSIBLE CHARGE. Consultant shall assign a project manager(s) to the project for the duration of the project. There shall be no change in the Project Manager or members of the project Agreement page 1 of 2 06/08/99 team without prior written approval by the City. The Project Manager for Consultant shall be Michael ' Majchrzak. ........ 9. CONTRACT ADMINISTRATION. This Agreement shall be administered by LEE S. THOMPSON ("Administrator"). All correspondence shall be directed to or through the Administrator or his or designee. 10. ADDITIONAL CONDITIONS. All conditions presented on Attachment A except 13, 21, and 24, as amendedi 11. NOTICES. Any written notice to Consultant shall be sent to: Kleinfelder, Inc. 7133 Koll Center Parkway Suite 100 Pleasanton CA 94566-3101 Any written notice to City shall be sent to: Lee S. Thompson Director of Public Works/City Engineer 'P. O. Box 2340 Dublin, CA 94568 Executed as of the day first above stated: CITY OF DUBLIN, a municipal corporation By Attest: City Clerk By "Consultant" Approved as to form: City Attorney Agreement Page 2 of 2 06/08/99 ATTACHNENT A .~ .~f~ GENERAL CONDITIONS ~ ~,~ " b ~ ~ unl~ Client n~fi~ Consu~ ~ ~ng ~in f~ (14) ~ offS. Agr~m~ ~uip~nk Of t~l~ ,i EXIIIBIT A SCOPE OF SERVICES AND SCI:tEDULE To provide geotechnical peer review of soils and geologic reports for private development projects and Capital Improvement Projects; including testing and field observations and attendanCe'at meetings as required. Consultant shall provide City with a not,to-exceed fee on a project by project basis. The term of the agreement shall be for a two-year period ending June 30, 2001. Consultant may request an adjustment of rates for the second year of the term. RATES PEK KLEINFELDEK BAY AREA 1999 FEE SCI-IEDULE DATED 1/99 Exhibit A Page 1 of 1 EXIHBIT B PAYMENT SCF[EDULE City shall pay Consultant an amount not to exceed the total sum of Fir3, Thousand Dollars ($50,000) per year for services to be performed pursuant to this Agreement. Consultant shall submit invoices at the end of each specific project or as agreed between Consultant and City regarding each specific project, based on the cost for services performed. The total sum stated above shall be the total which City shall pay for the services to be rendered by Consultant pursuant to this Agreement. City shall not pay any additional sum for any expense or cost whatsoever incurred by Consultant in rendering services pursUant to this Agreement City shall make no payment for any extra, further or additional service pursuant to this Agreement unless such extra service and the price therefor is agreed to in writing executed by the City Manager or other designated official of City authorized to obligate City thereto prior to the time such extra service is rendered and in no event shall such change order exceed twenty-five percent (25%) of the initial contract price. The services to be provided under this Agreement may be terminated without cause at any point in time in the sole and exclusive discretion of City. If the Agreement is terminated by City, Consultant shall be entitled to receive just and equitable compensation for any satisfactory work completed on such documents and other materials to the effective date of such termination. In that event, all finished and unfinished documents and other materials shall, at the option of the City, become City's sole and exclusive property. Consultant hereby expressly waives any and ail claims for damages or Compensation arising under this Agreement. Consultant shall maintain adequate logs and timesheets in order to verify costs incurred to date. The COnsultant is not authorized to perform any services or incur any costs whatsoever under the terms of this Agreement until receipt of a fully executed Purchase Order from the Finance Department of the City of Dublin. Exhibit B Page 1 of 1 06/16/99 KLEINFELDER BAY AREA 19!)!) FEE SCI-I~DULE FOR ENVIRON1VIE~ AND GEOTECHNICAL/MATE~ TESTING SERVICES PROFF_~SIONAL STAFF HATES* Professional ............................................................................................................................... smtt' Pro fe.s.s ionnl ................................................................................................ Senior Staff Professional ................................................................................. Project Professional .......................................................................................................... Proje~ Mmaa.~- ....................................................................................... Senior Professional ............................................................................................................ Senior Project Man~ger .................................................................................... Prln¢ipal Profe-.~ional .......................................................................................................... Senior PrindpaiXExpert Witnes~ ................................................................................... Program Mana§c~%Sen~or Consultant. .................................................................................. Senior Pro,ram Man~ger ........................................................................................................ 100 / hour ll0/hour 120 / hour 125 / hour 135 / hour I50 / hour 170 / hour 290 / hour 1 ~5 1 hour 205 / hour A~DNiINISTRA~~C~C~ STA/*F RATES Admini~-arive\Word Pro~.ssor ............................................................................ Tee.hni¢ian ................................................................................ Asso¢i~I~ Technieia~ .................................................................................................... Senior Technician .............................................................................................. Sup~t'vlqory Technician .......................................................................................................... DrafiSl~r~on ........................................................................................................... $ CADD Operator ............................................................................................................. $ 5/I / hour 57 / hour 67 / hour 79 / hour g7 / hour 68 / hour 7s / hour Minimum Charges For Office Time P~ Day ......................................................................... On~ Hour at AppU~able Rate At. lies to all professional rat~ including but not Iimited to civil, mechanical, chemical, eleetrleal, geoteehnieal and environmental engineers; industrial hygienists; gcoIoglsts; hydrogeologists; hydrologists; and computer specialists; -O0'-~A O, LIBAMI ¢O~PRIVATEAI g)gk~;rI~E~AY~I~E~:Bp(j)' 4 (R~t ts~d tM) ENVIRONMENTAL SA/VLPLING AiND TESTING EQULPMZENT SOIL AND WATER Acoustic Water Level Indleator ................................................................................................. Air Circulating Fan .............................................................................. Air Compressor 0 - 10 c/ha) ......................................................................................... Analog Thermometer* ................................................................................................... Bailm's ................................................................................. ; ................................. BM Prob~ ......................................................................................................................... Bed Load Sarnpl~m Hand-HeldLow Flow ........................................................................................ I{igh Flow with Suspension System and Winr2t .................................................................. Brunton Transit* ............................................................................................................ Centrifugal Wares- Pump* .................................................................................................... Chris%, Box ............................................................................................................................... Concrete Bags - 50 Lbs .............................................................................................. Cond. u~vity, pPI, and Temp=ratare Monitor .................................................................... Conductivity-Rased Wamr Level Indieaitor ............. . ...........i .............................................. Curr~nt Memr/FIow M~a~umment Equipmemt ............................................................... Diaphragm Mm-fao: Pump ............................... .i ....................................................... DigimI Thermometer* ............. ~ ' - ....................................................... ~ ........... Disposable Bail¢r~ ............................................................................................... Diatillrxt Water ........................................................................................... Groundwatec Sampling TmcklTrailex .................. _-. ..... ...: ...... : ........................................ (Complet~ with generator, air compressor, sample pump aha a.~s~-ably, stem ¢[ea~-r and water tank, water level indicator. conductivity, pM and temp~ramr~ monitor, bailer) 4-hour minimum Hand Aug¢r ancI Soil Sampler .................................... - ................................................ I-Iermit I-Iydrologie Monitor ..................................................................................... Hydrogen Pm'oxide Te~t Kit .............................................. : ....................................... Interfac~ Probe (oil/~ramr) .............................................................................. ls¢o Composite %Veer Sampler Uak ................................................................................ I~co Bladder ................................................................... : ........................... I$=~ Flow l~r~mder ............................................................................................. Level or Tra~it and Pod ...................................................................................... LindCabi¢ Loratcr ........................................ Lydm~ter Sampling Equipment ....................................................................................... Mason 3ars .............. 2_ .................................................................................... Me~urin$ Wheel* ......................................................................................................... MetmI D~t~:tor* ............................................................................................................. brnleage., Rouacl Trip .................................................................................... o_~p:ri~talti¢ Pump Personal Comp/Basic Soft Sy$ ........................................................................................ pi{ B4¢t~* Photo Ion;~rion Detector ............................................................................ .~: ......... Pipe Cut~ and Thr~adm-* ........................................................ Pormble Air Compr~maor" ..................................................................................... Portabl~ Generator* .......................................................................................... Portable G~n~raWr (1.5 to 4 kW) ....................................................................... P0rlmbI, Generator (.~eater than 4 kW) ................................................................................... Power Inverter* .................................................................................................... Pump Bl~de~ ........................................................................................................... QED Fiir~t~ .............................................................................................................. Rang~ Findm'* ......................................................................................................... Sample Tinnier V~el (filth) ............................................................ v ........................... Samplir~ Kk ........................................................................................ Steam Cle~a~r (0.5 to 2 gpm) ............................................................................... Weekly amd monthly rate~ available upon request 121.00 / d.~y 21.00 I I I0.00 / day I6.00 /day 47.00 / day 42.00 / hour -$ $ $ $ $ 58.00 / day 95.00 / day 16.00 /day 79.00 /day 100.00 I each 6.30 / emch 53.00 / day 53,00 Idly 95.00 /day g4.00 I day 16.00 / day 16.00 / each 2.65 I g:dlon 79.00 /hour 68.00 t day 546.00 I day 6.30 / hour 63.00 / d~y 17g.O0 /day 26.00 / 126.00 / day 95.00 /day 105.00 /day 7.40 / each 37.00 / day 21.00 / c~ l 5.00 / day 16.00 /day 89.00 ! day 79.00 / day 16,00 /hour 26.00 / day 16g.O0 / day 26.00 / day 26.00 /day 42.00 / day 9~.00 / clay 120.00 /day 21.00 / day 74.00 / :ach 21.00 /each 16.00 / day 21.00 /d~y 16.00 / day 120.00 / day $3_00 / d~y 90-SACAL.DAMICO\P RIVATEX ! 9~.~FI/EXB AYFEE99-B ~9-Env- 1 (R. cvLsed 119P) ENVIRONMENTAL SAMPLI~G AND TESTING EQUIPIvIENT {Continued) Store§; Tanks $ 16.00 /day 500 gallon ............................................................................................................ $ 16.00 / day 2,000 gallon .......................................................................................................... S~nded Sedime~ S~ple~ $ ~3.00 I day DH4g H~d-Held ~w Flow ~9, D74 High-Flow wi~ S~ion System ~ ~n~ $1~3.00 / day S~ge S~pler ........................................................................................................... Tmiler-Mo~ted 4-h~h Subm~ibl~ Pump ~d R~[ ~sembly ......................................... ~ 37~.~ / ~y T~du~r ~d SE1000 K~rder .................................................................................. - ~ 242.00 / day $915.00 lw~k V~iabl~ Volmg~ Supply* .................................................................................................... w~ki~ Ta~ 8~t*, ................................................................................................. ~ 26.00 / ~y W~!I D~velopm~t Tool .......................................................................................................... $ 63.00 I day AIR AND GAS Kar~Pay Absolute Pre.~ore Transducer ................................................... Bacharach O2 Combu~ble Analyzer .................................. 42 Bat-hole Punch ...................................................................... 21 Baromemr ......................................................................... 16 47 Calibration Oas ............................................................... 8.50 Cal~ration Oas K;gulator .......................................................B.50 CombusU~ule Ga~ Aaalyzer .................................................... 6.3 Differential Pressure Transducer ............................................. 26 Dracr~m' Quantime4~r ' 126 18 each Draeger T~,b, es ................................................................ Dual Ambient Air Sampler ......................... Field Gas Chromatosraph .......................................................... 610 Fyrite CO2 or 02 Indicator .................................................... 16 Oas C~omatograph (office) .................................................... Gaa Production Curves ' - IntegTated Sm-fac= Sampler .............................................. 42 Lrromct~' ........................................................... 8.40 Kuru Velocity Me-~r ................................................... 26 Magaehelic Gauge ......................................................... 16 Mo~mrc M~t~.r ............................................................... 1G Nalgene Hand Pump .................................................... 21 02 Analyzer .................................................................... 75 Org~ic Vapor Analy=~ or Photoionizafion Detector ._ 195 Organic Vapor Analyzer with Strip Chart Recorder ...... ~ ....... 220 Or/flee Plate ................................................................. 26 Pitot Tubes ............................................................................... 16 Portable Braih~ord Pump or Equivalent ........................... 37 Slack Tul~ Manometer .................................................. 1{.50 Sound Level Mgter ........................................................... 53 Strip Chart Recorder (dual pea) ........................................ 2I Strip Chart ~ord~ (~iugl~ pen) ......................................... 21 Submersible Pump 0") ........................................................ 84 Tedlar Air Sample Bag ................................................... 37 uauh Test Skid ................................................................................. 336 Test Trailer ..................................................................... 400 Vibration Analyzer ....................... . ......................................... 68 Voltmeter .................................................................................. 830 Wind Sp~ed and Direction Indicator (on~ xystem each) .............. RamfW'eck Katc/1Vlonth $ 84 $ 260 I26 410 58 I42 136 ,.. 26 68 26 79 220 672 94 273 4~0 1,335 205 73§ 2,440 d.720 37 120 74 430 126 410 26 74 95 273 47 137 47 t37 63 200 250 725 590 2,050 610 2,320 79 273 48 I36 I10 357 26 74 63 200 63 2OO 1,165 3,710 1,450 4,400 26 68 410 1,450 each run each nm * Weekiy and montllly rates available upon request: 90.$AC,,LDAMICO~RIVAT~ 199~j~/; i;xlaA,~ l.~=~0-~ ~_~v_2 (R. ev{.;ed MONITORING WELL INSTALLATION MATERIALS* Casing, Blank Schedule 40, PVC with Threaded Joints I O-foot lengthz ................................................................................... Casing, Blank Schedule 40, PVC wi~ Threaded Join~ 5-foot lengths ............................ x ............................................ Casing, Screens. 0.02-inch Slots. Schedule 40 PVC with ' Threaded Joints, 10-foot lengths ................................. ' ................. Carings, Screen*, 0_02-1rich Slots, Schedule 40 PVC with Threaded Joints, S-foot lengths ' Casing, PVC Plug ........................................................................... Casing, PVC cap ................................................................................. Sand, 100-1b bag .............................................................................. Benwnite P,11¢ts, 50-Ih bucket ......................................................... Dmms ............................................................................................ Granulated Bentonim, S0-Ib sack.. ....................................................... Oround Pump and Conu-ollcr ............................................................... Cement/Bentonim Slurry .............................................................. Securit7 Tops ........................................................................................ Bra.sa Tub¢~ ...................................................................................... Quotations on prices for PVC well casings great~:r than 4-inch diamemr and other mate. rials (staktlma steel, etc.) pm,tided on requ~t. 2-inch $ 7.40 / foot $ 8.$0 $ 8.50 / foot- 9.50 / foot 8.501 each 16.00 ! each 32.001 bag 120.00 / bucket 55.001 each 53.00 / sack ,000.00 / month 142.00 / cubic yard 242.00 / c~ch 8.40 / ~ach 4-inch 16.00 / foot 21.00 / foot 21.00 / foot 31.00 / foot 27.00 [ each ..27.00 / each I-IEALT~ AND SAFETY EQU'.[PM-ENT Portable Personnel Decontamination Tm'lex .................................... ?ersozme[ Air Samplin§ Pump ................................................................... ]~orehoJe Ventilation 9ystem .................................................................. Lcvcl B Pmt~cQon~ ................................................................................... Level C l:Tomcdon~ ..................................................................... Level D Protectiona 262.00 95.00 200.00 263.00 ldg. O0 48.00 38.00 a Charges for each protection level are based on dry work conditions and us~ of uncoated PVOdnim'l~neoprene gloves. A nominal ~harge for wot work conditions requiring coatexl or ~pe~ial chemical real,ant cove. rails O-e-, Sm'nnex) and gloves (i.e., Vkon) may be added. /&ay I day / day / day / person / day / IXn'son t day / l~erson / day / person SPECIAL MEDICA~ SI. FRV~ILLANCE COSTS BaSeline physical co.~ are covered by thc company; howcvcr, project-specific medical tests will bc charged at c,o~ plus 20%. 90-$AC~D A M ICO',PFJVA'I~ 1999\fq~E'd~A y'FSE~-B~-Env-~ (P,~t~ 1,'99) OTHF. R EQUIPM3gNT CHARGES GEOPHYSICAL EXPLORATION EQUIPMENT Seismograph, Single Chann:l Bi,on Model I$70C or N'-unbus Model F-~12§ .... ;. ......................................................................................$189.00 /day Seismograph, Twelve Channel Nimbus Model ESI21OF ......................................... $ 495.00 /da), · $155.00 /day Resistivity M~ter, Bi, on Model #1~90 ..........................................................................$135.00 /day Soil Test Model P,-40C ................................................................................ "$105.00 /day Megger Earth Tester ................................................................................... --' Magnetometer, Portable Proton-Geometries Model 6II16 ................................................. Electromagnetics ..................................................................................................... Terrain Conductivity Meter Geonlc_q Model EM 511 .......................................................................................... Downhole S1,----m' Wave Velocity Measurement ....................................... · ........ ,.. Blast and ¥~ration Monitor, VlVI-100 0qormul set up and ~ake~]own) .................................. Slope Iadicalor (4-hour mlnimum) .......................................................................... Pneumatic Pi~zometer Indicator Bln,o Mod~151411-A ................................................................................................ Sealed DOuble Ping Inffitrometer Test Equipment-. ............................................................................................. 190.00 /day 220.00 /day $ 200.00 /day On Request $ 400.00 /day $ 47.00 /hour 80.00 /day On Request VEHICLEs $ 8.50 /hour Vehicle, 2 Wheel Drive ................................................................... ~ ..........................~I 16.00 /hour Vehi¢!~, 4 Wh¢~l Drive .......................................................................................... Mileage, 2 Wheel Drive .............................................................................................$ .53 /mile Milcag~, 4 Wheel Drive ..................................................................................... $ 1.o5 /mile $ 16.00 /hour Vehicle Equipped with gtandard Field Tegtlng Equipment. ....... Vehicle Equipp~l with Nuclear Dc-nsity Testing F. quipment ............................................ $ 21.00 /hour ¥¢hlcle l~qui?p~! with Ul=azonic, M,,~-efic Partlcl:, and Dye Penetrant T~ting Equipment ............................................................. $ 21.00 /hour - $ .37.00 /day Utility Trailer .......................................................................... ' ............................ Hydmuli~Hand Lift; ..i .............................................................................................$ 3:2.00 /day OFFICE EQUIPMENT Mi~roc.~mputm', hallo sof~ar¢ s?tema and supg. o .r~. hardware .............................. $ 21.00 /hour Mainframe Computex Time-Sharing (per CPU mmuta) ....................................................... $ 9.00 /mhaut= Camera and Film ..................................................................... -- .......... $ 21.00./week Computer Corme~ T'u~e ................................................................................ $ 7.50 /hour Disk Storage (per megabyte) ................................................................. $ 74.00 /month Environmental Information Management System Software Surcharge ................................... $ ' 16.00 /hour Project M~magement and CPM Softvram Surcharge .................. $ 16.00 /hour Keprodu~on .................................................................................. ~ ....... $ 0.$0 /page Telephone ....................................................................................................... $ 0.50 /minute Facsimile Copies ............................................................................................. $ 2.50 /page Report Surcharge .................................................. 7' ........................ $ ~7.00 /copy Large Format Drawing Copic~, 20-1b Bond ........................................................... $ :2.65 im1 ft $ 3.70 lsqft Large Format Drawing Copies, Erasable Vetlum ..................................................... Large Format Drawing Copies, Precisiou Trim ......................................................... $ 1.60 /each $ 16.00 lxheet Mylar P,¢produ ~tion.n ............................................................. ~ ........-- ................... Autocad DraPing, Hardware and So~,~are.. ............................................... _ ..... -~ ........$ 3~00 /hOur Autocad Drawing Plots ........................................................................................ $ 1.60 /minut~ Video Camera-'. ....................................................................................................................... II 74.00 /day 90.SA~i..D,~.s/iiCOki~RIVATE~ 1 ~A~t ~. =~¢~_ii1'~_~.~v4 (Re'vi~e.d 1/99) GEOTECHiNIC~TEILIi~LS TESTING EQUIPMENT CHARGES MATERIALS TESTING EQUIFlVlENT Skidmore Wilhelm gok Tencion Calibrator .................................................................. $ 42.00 / day Torque Wrench ......................................................................... ;;.-; ......... $ 42.00 t day Schmtdt Hammer ....................................... ~ ............. ~ _L__:,...,, ........ .~... .,~-,,..r ..w. - $ 6g.00 / day R Meted' (Pad~ometer) ................................................................................... --..- II 68.00 ! day Windsor Probe .................... - ...................................................................................... $ 21.00 / shot Anchor 15Oil T~tlng Dcvlcc ...................................................................... - ........ ~ 13~.00 / day Concrete Vapor Transmission Test Kk-Floors & Slabs ............................................... Ih'VIA $ $8.00 / test Thin Lift NuclearAspha[tGauge ............................................................................. - $ 74.00 /day Nuclem' Asphalt Content Gauge ............................................................................. $~ 73.00 / day CoringMachine with Generator ............ ~ .................................................................... $ 147.00 / day FloorFlatness Testing Devi~ .............................................. .: ................................... $ 95.00 ! day Diamond Bit Core Barre! Charge Asphalt ..... -" "Concrete or Masonry 2' Diameter ................................................. $ 6.00 ! inch ....................... ; .............. $ 4.73 ! Inch 3~ Diameter ......:. .......................................... i; 7.$0 / inch ............................... ; ....$ :5.25 / inch 4' Diame=er. ........................................... $ 9.00 / inch ............................. $ 6.30 / inch 6" Diameter ................................................. $12.$0 ! inch ......................................... $ 7.50 / bach 8' Diameter. ............................................. $15.75 / inch ................................... $ I 0.$0 ! inch Minimum bit charge-6" per job SOIL AND AGGREGATE TESTS CONIFACTION CURVES Standard 4" Mold .......................................... Standard 6" Mold ........... :. ........................... ; ............................ .D-698 M~hod B, C Modified, 4' Mold ....... L ............................................................ D-15§7 Method A Mmilfied. g' Mold ................................................................... D-15:57 Method B, C California lrnpacg Dry Method .................................................................... CAL-21 California Impact, Wet Method ......................... CAt5-216 Check Point... ................................................................................. RelaQve Density (Max~um and M-mimum) .......................................... 134253 & 4254 son, ANziigan gA? .s'r mrm, '"' - .. K-Value, Untreated Material or field Sample ................................................ -_. CAL-301 K-¥alu~, R.=pmportion=d or Chmnimdly -Tr~atnd ..... CAL-301 Correction for oversized matra'iai in sample ...................................................... CAL-~01 C.B.R, 100% Compaction (Includes compaction curve) C.B.R. Other Compacilon Effort (Inolud~s oompactlon ours'e) .............................. D-Iglg3 C.T.B: Core,mss!on Test, t'm¢tudes Preparation) .............. D- 1633, CAL- Lim~-Trea~Yd Compra~ion Test (Inaludes Prepaz'ation) ........................................... CAI~373 Check Point. ........................................ _' ..................................................... CAL-273 Cement-Tnmted Compression T~'t. .................................................... PCA EB052_065 168.00/each lgg.00I each 16g.00/each 17g.00/each 147.00! tach I05.00/each 273.00/se~ 220.00/each 265.00/each 63.00/each 515.00/~ch 67~00/e.a=h On Requ=st 79g.00/each. 795.00/each 220.00/each 525.001 each BASIC SOIL AND AGGREGATE PROPERTIES '- " "' ' Sieve Analysis, Coarse and Fmc Including Wash ........... C-13§ $ 116.00! each Sieve Analysis, Coar~ (Retained on No. & Sieve) ................. : .......................... ~ .............. C-I 3/; II 6g.00! each Sieve Analysis, Fine Including Wash (Passing No. 4 Sieve) ...................................... C-136 $ 100.001 each Sie-~ke Analysis, Wash (% Fin~' thma lqo. 200 .Xicv¢) ........................................................ C-117 $ 6It.00/~ac.h Hydrometer (Without Sieve Analysis)_ D-422 5; 137.00/each Hydromemr (Including Sigv~ Analysis) ~ ............................................................................ D422 $ 205.00! each $1~cific Oravity ................................................................... (~-127~ C--1211, D-$54 $ 79.00/ Sand Equivalent, Average of 3 ............................~. ..................................... CAL-217 $ gg.00/each Sand Equivaleng One Point Method.. $ 74.00! each Pla~ti,-ity Index ...... ~ ......................................................................... D-431g $ 13g.O0/e-ach Liquid Limit. ....................................................................................... D-431 g I; 89.00! each Expansion Index Test ............................................................... D4829, UBC 18-2 $ 136.00! each Swell Pre.q.~ur~. Per Point ........... 2 ..... ; ....................................................................................... s: 84.00/each Moisture Dcmrmination and Unit Weight .... D-2216, D-2937, D-4643 $ 42.00/each Moistur~ D~tennination Only .......................................................................... D-2216, D-464~ $ 21.00/~ac.h Resistivity of Soil (l..aboralory Mca.5. urement) .................... CAL-$32 or 643 $ 135.00/each pH Test (Laboratory Mc~sur~menl) ............................................................. EPA-9045 $ 47.00/each pH Test, Lime Treated Soils ................................... :...: ..... ,...'-:. .......................... C-gE/E/ $ 90.00/~ach Or~,anic Content-Soils .................................................................................... D-2974 $ 84.00/each Pinhole T~St for Dispersive Soils ......................................................... ::_._ D-4647 HyDRAULIC CONDUCTMTY ~ ~, ............... ' .............. Flcx~le WalL~ Failing Head...~ .... ~ ........................ - .............. D-SOg4, EM I 110-2-190~: .' $ 31/i.OB/each Rigid Wall Perm,ability of Undisturb~l Sample, up to No. 4 Sieve Size., ......... mr .... :...~.., ~ $. 158.00/. ~achh SAlvIPLE PREPARATION Trimming ..... : .............................. ' ................................................................................ ;-- $ 48.00/each R~molding .................................................................................................................... $ 6~.00/each Spli~ng ........................................................................................................... $ 47.00/each lViixin§ and Proc~ssin~ ............................................................................................. $ $$.00! hour SHEAR STRENGTH AND CONSOLIDATION TESTS UnconFined Comprc~ioh,' In¢ludin~ Moi.~mr~ Content and Unk Weight.:. ....... : ........................................................................ ]D-2166 ~. Tri~:ial Compression Test Quick P~- Point. ................................................................................................. $ 121.00/point UU Saturated ................................................................................ ~. D-2~$0 $ 200.00/point CD Saturated ............................................................ ; .................. EIV[-I 110-2-1906 $ 303.00/.poin~ CU ~aun-a~ed ..................................................................................... Z... D-47~7 $ 240.00/point CU So~ed w/th Pore WaTer Pressure .................................................. D-47f7 $ 347.00/point Dir~-c~ Shear (Quick) Per Point (Dry) ............................................................. D-30S0 $ ! 00.00/=ach Direct Shear (3 point staged test) (Satumted] ................................................................ $ 2//5.00/each Direct Shear (Rest) Per Poin~ ($atura~d) ................................... t .... ,r ........... $ ~. 105.00/point Conzolida~ion, With Two T/w= Rams ~. ............................. $ 340.00/test Constant i~te of S~n Consolidation, With Tune Ra~e ...... Consolidation, Without Time Rate, SL~ Load Increments .............. D-2435 $ 2~2.00! test Coll.~p=c Potcnti~l ......................................................................................................... Note: special te~ting procedures that devhre fi.om ~tandard will be charged on a time and ' -.. ~ expense basis. · ....... " ' . . AGGREGATE QUALITY Injurious Org~ic MaUer ..................................... ~ ...............~ ...... C40 . $ 53.00/each Ab-~orlV~On, Grav~.,l ............................... L ...... ' ............................................. C-127 $" 5~.00! each Absorption, Sand ....... L.L ................................................................... :...L... C-I28 !- $ : 79.00/ each Unit Weight, Average of 3...i ...................................................... " ........... C-29 $ t~9.00l test Unit Weight, One Point Method ...................................................................... C-29 $ Sg.00/each Los Angel~s Abrasion Test-~00 Revolutions ....................................... CAL-211, C-131 $ 142.00/each Los Angeles Abrasion Test-1,000 Revolutions ..................... ~ ..... .~ ................. CAL-211, C-~3§ $ 185.00l each Sulfate ~otmdne~.~ (5 (2ycle~) Per Sieve Size ................................ CAL421~. C418 $ gg.00/each Mortar Making Properties of Sand (2 ages) ................................................... CAL.51$,~Z,/,. $ 357.00/each Potential F~vacfivity Test ...........'. ....................... , CIeann ess Test (1L~fm-t~ TesO ........................................................... CAL-~-~-7 $ I31.00/each Crashed Particles on Sieved Sample. .................................................... CAL-205, D-693 $ 131.00/each. Flnt and Elon§~ted Partlclez o~4 Siev~ Sample ....................... D-4791~ CE-119~ CE-120 $ 131.00/eav. h Clay Lumps and Friable Particles ~ :. .... -'- ............ ? ........................................... C-142 . · $ 95.00/each. · Li~,htweight Pieces in Aggregate ................................................. :-.~...~._ C-123. $ 210~001 each Durability, Fine .............................................................. CAL-2~9, D-37~ $ I05.00! each Durability, Coarse ............................................................. CAL-229, D-3744 $ 158.00/each Durability Index, Coarse and Fine ....................................................... CAL-229, D-~744 $ 235.0o! test 9 0 -SA C~DA. MI C O~.%IVATE~ 1 ~2~E]~BA~-B ~ -C~'o-2 {'P,~wi s r.41 1~9) ~mto~ T~ Ba~ ~ch~g ~mp~sion T~g ofS~ Sp~e~ .................... ' $ 525.00/~ Conc~te Cylinder ~ ~ Comp~lon T~ ......................................... C-39 $ 23.00/~ch ~m~sian T~5 Li~c~t Imul~ng Con~tc ................................................ ~95 ~$'~ 47.00/each Unit Weight of Con.re ~d~ ......................................................... C-13S 47.~/each ~ S~, Conc~ B~ ....................................... ~ ........................... ~7~ C-293:~,' ~ 90.00/~ch Compr~sion Tes~ Ou~t~hotcrete P~el, Se~ of 6 Co~ ................ ~__....2. ~;;&L ...... : ...... ; $ 20~.00/s~ ~in~ S~ge Te~ s~t of 3 .......................................... ~ ..................~I~7, ~L-~30 $ 370.00/ Modul~ of~l~c~ of~' x 12" Con.eta Cyl~der ....................................... L, C~g9 $ 2 [0.00/ Spli~g Te~ile S~ ................................ . ................................... . C~9~ $ 6g.00/~ch ~ment Cont~ of~ ~n~te .............................................................. ,..&.. C-8~ On De~ of Sp~y Applied ~proo~ ............................................ '._~ ..... E-~0~ $ 63.00/ Uni~ We[~t of Ligh~i~t Con.ere ............................. : .................................. C-~7 $ 63.~/~ Conc~e P~e~H~ ........................................................................... C~g ' ~ 11 ~_00/~ * ~ :- Does not include coring ......... ~ ........ MASONRY Grout or Mortar Spechn~n - ' C'ur~ and/or Compm. sslon Tested ..... Compression Tr..~ Masonry Units ........................................ C1140 Compression Test, ii x ii x 16 Prisms or smaller. ...................................... UBC 24-26, E 447 Compw. ssloa Test, 10 x 8 x 16 Pdsm~ or ~mallcr ................ UBO 24-26, E 447 Compression Test. 12 x 8 x 16 Prisms ar smaller ................ , ......... ~...L..UBC 24-26, E 447 Absorption and K~..~ived Moisture, Masonry Unit .............................................. C140 Lin~l ShrinIc~$c, M*~onry Uni~ ....................................................... C-426, or Titl,, 21 Compression Str~n~-~, Brick ............................................................................. 0-67 Modulus of Kuptur~ Brick .................................................................... C-67 Absorption T~st, th-iclc, 5-I4our wi~ Coefficient ........................................................... C-g7 Shear Tca't on Masonry or Brick Cons .............................................. CAL-~44 ~mUt or Mortal' Mold .................. ~ ................................................................... l~renkln$ Load. Roof Tile ........ ~ ........................ : ....................................... ' '-..UBC 32-12 Absorption, Koo£TiI¢ ................. ;~_.~ ., ........................... : ............ .~ ....:. .... UBC 32-12 Permeability, It. oof Til~ ........ ;;,.:;....~, ..... ;..;..~: ................................................................. --- '"" '"'" .... ASPHALT ' specification TestS-AK Grades ......... .::'..::.::_ -Liquid Asphalt Grades: ............................................................................. -Emvlsions ....... Z, ...... ; .................................................................... Other Asphalt Tests ~L.; .... ~:,....~ ................................................................... Centrifu;e~,3, Karosmie F. quivalent.;.~;...~.:...: .................................................... CAL-30~ Extraction, % i~itumen ......................................................... D-1556, D-21T2. or CAL-310 Exuaction, % Bitumen, with Gradation ....................................................................... Film S~ripping:.' .......... k:.:....:_..: ............................................................ CAL-302 gtabHomet~r T~st and MiXing of Sample ................... Stabilomet~r Test on Pr~nix~ Sample ........ 8w¢tl ........................................... - ............................................ CAL-305 Moisture Vapor Suscepffbility, in Addition to $tab~om~i~r ..................................... CAL-30? Complete Design of Wearing Surface for a Given A.sphal~ and Aggregate, I-Iv~em or Marshall M~thod ................................................................... Marshall Stability mud Flow-Set ors (Without Mixing) .................................. D-1559 Marshall Stability and Flow-$e[ o1'~ (L~b Mixe4f) ............................................. D-I559 Sup~pave Iv[ix De. sign -Prctiminary Voids Analysis cmly (PMA) ............. FHWA 5A-95-00~ Superpave Mix Design (F. xclud~s Binder or A~. Qua[. ~'ting) ......... FHWA gA-95-003 90-$AC'd. DAMI CO~ tLIVA'I'Lm, 1 ~V~F.~--~AYFl~gg-l~tgg-Geo-3 23.00/c~ch 53.00/~ach 84.00/each 95.o0/each 10:5.00/~ach ~3_001 each 142:00/each 52.00/each 63.00/~.~h 7ii.O0/esch 84.00/each 2.65/each 37.00/each 63.'00I each 105.00/cac~ On P~quest On Request On Request On Request 210.00! ~ach 132.00/each 210.00/each' 100.00/~ch' 195.00/ea.ch 105.00/ each 210.00/each On Request $ 294.00/set $ 378.00/$~t $2,100.00/~ach :!;3,400.00/ each (l~v;~ed I/9~ Unit Weight of Cor~ or Compacted Sample__.. - . . .................................. D2T26 $ 42.00; each Moismr~ Content (Xylene Reflux Method) ...................................................... D-1461 $ 195.00/each ~i,~,~m o ~.e~ i~, of~r',x b:~ t,,f~h~ ~ethod. Set ora CWitaou_t ~.b~. g) ...= ..... ';;":-'='¥~i ' S ~.00~ set Maximi~m' Defisity of Mix by Hreem M~Iv~l, Set of 3 (W'f~h0ut Mixing) ..-- CAL-.~Ua, ~--041 $ 175-00/set Maximum Th6or~dcal Spittle Oravity 0~ic~ Method) ............ D-z $ I20.00/each Index of P,~ained Strength ............................................ , .................................. D-1074, D-1075 $ 860.00/each Index of Retained Strength ........................................ US Army Corps Method $ Sgg.00/each Tensile, Up to 0.5 sq. in. Cross Sectional Area ......................................................................... $ :' 63.00f each* 0.$ sq. io. to l.S sq. in. .................................................................................. $ 74.00/each' Greater that I.$ sq. in ......................... ; ............ :...;;..;...:/ ........................................... On l~eques£ ' $ 31.00/~ac,h Bend Only ....................................................................................................... T~nsil¢ ~nd Bend, Up to 0.5 sq. in. Ceo,s Seccloa~l Area ..................................... $ 74.00/e~ch Tensile and Bend, 0_5 sq. in. to 1.8 sq. in .......................................................... ~ ........... $ 84.00/each Tensile and Bend, Greater than 1.8 sq. in ................................................................................. On Reque~ Pre-Stre~s Strands, Ten, lie and l~longation ... : .... .._;_..g.._ A-d 16 On l~.eque~t pm-stress w'rr~ TensiI¢ and Elongation A-42 I_ On Request - M~chillhl~ Cost~ ..... - ~ ........................ .-. ............................... -~ ...............At ~ 20 ~ Weight'ot'Coatln~(Se£off3) .....; ........ ~_ .......................... : .................................. : ..... A-B0* $ ll0.00/set Bolts, Nuts 8~ Washers, H-;dn~s, 8: Load Tests .... ; ............................................................ ~. On R~equest ' * Does not include machinln~ cogt~, if required ~... ........ -~. WlELDING'QUAL]t:]:CATI01~S:STRUCTI:rRA~ STEEL Operator Performance and Procedure Tests ........................................................:. .............. On Request MaChininl$ mad Matcrlnl Co~C3 .......... ;.;.;...-; .............. , Laboratory Testin~ .......................................................... Guided Bend Test~ fac~ or root $ 42.00/each Side Bend Test ......... : ................................................. ; ......... ; ........... ;...-;..; .............. $ 42.00/eazh Free Bend Test-.. i: 42.00/each Tensile Test (reduced section) ................. : ........................................................ $ 74.00/e~¢h* MaCroetch Test ............. ,.,..; .....~;;....;.;~.~-.: .......... ; .................................................. $ 65.00/each Fracture Test...; ........:...::-: ................ : ............................... -~ ................................. ~: $ 47.00/each T Bead Test.. ~.2_ .......:;;~ ............ ;; ..... ;;~...;.; .................. -~ ....................................... $' 63.00/each Notch Tesl; .................. --.--~-- .................................................... :- .......:--Tu:-'-rrr' .... $ 53.00/c~ch Fusion Qdalification Test on High Press~xe Polye~ylene Pipe .............. 2' ........ x .... L .............. On Request Qualification t~t~ ntso avail~ble b~ X-ray procx~lur~ ........................................ ~ ...... On P, equest .4- L< ~ ............... * b°~$~"n~: include machining COSTS, if reqLlh'ed. ' Roo~rNc TESTS · ;..L~:~ ~.."f...? .................... : .... ':'.' ' ~ ~.' - .:' . . c "- .... . - ' : ''' Standard Quantitative Analysis ................................................................................... - Wclgh[ of Bitumen, Ply Structure Diagram Standard Quantitative Analysis With Gray, cl .............................................................. Includes Weight of Gravel ................ . · . .... . ........ ~ ..... ~ .................................... D-2929 QunntkntiYc A¢,aly~is ............................. Quantitative AnalysLs (New Roofs) ................................................................. D-3g 17 Un it Weight of Surfacing .......................................................................................... Unit Weight of Sm'nple ........................................................................................... Dia*dam of sample ...................................................................................... ¥oid Analysis ...,:... L ................................................................................................. Ply Type Identification ............................................................................ Mat TTpe I.dentificaion Bitumen Sample Bitnmen Type Identification (Softening Point) ......................................................... $ 142.00/each Compliance lt~or~ .............................................................................. On Request Technic:al Photo~ph .......................................................................................................... On RoofMoistm'c Survey ........................................................................ On Reque~ 95.SAC~LDAMI COLPRIVATEM 9991F~l~AYF!~9-B99-Geo-4 'i53.00/cach 1 g5.00/each 265.00/each 185.00/each. 79.00/~ch 74.00/each 79.00/ea~ 79.00/~h 55.00/~ch 58.00/ 210.00/~ TIMBER Strip Ten~ion Tes~ ...................................................................................................... Truss Lo~d Tert ...................................................................................................................... $ 21 ~ach,~- technician's hourly rate $ 95 eac~ + ma~ining On Shear Test ............................................................................................................ On R~qucst Qualification Test Fur Adhesives ............................................................................................. On Kequc~ Face Joint Bondin~ Test ............................................................................................. On Request End Joint Bonding Test ........: ....................................................................................... , .... On Request OTH~R EQUIPM]ENW CHARGES GEOPHYSICAL EXPLORATION EQUIPIHENT Sei~mogravh, Single Channel Bison Model 1570C or Nimbus Model ES-125 ' Sei~rnogmph, Twelve Channel l',5mbu~ Model ES 121 OF ...................................... .'. ........... Resistivity Me~', Bison Model #2390 ............... Soil Test Model R-40C ....................................................................................... Meg§er Earth Tes-t~r ........................................................................ Magnetometer, Portable Proton-Oeometrics Model 61116 ......................................... 2 .......... Electromagneti~ ............................................................................. ; ..................... Terrain Con duetlvlty Meter Geonics Model EM 31 ......................................................................................... Down.ho [e Shear Wave Velocity Measurement ................................................................ Blast and Vibration Monitor. VM-100 (Normal s~ up and tskedown) .................................. Slope indicator (4-hour minimum) ........................................................................ Pneumatic Piczomet~- Indicawr Sinco Model $1411-A ........................................................................................ Sealed Double Ring Inffltrometer Te~t Equipment ............ ; ........... ,; ............ ~ .......................................................... Vehicle, 2 Wheel Drive ' Vehicle, 4 Wheel Drive Mileage, 2 Wheel Drive ...................................................................................................... Mileage, 4 Wheel Drive Vehicle Equipped wilah S~r~ ............................................................................. Field Testing Equipment ........... Veh!cle F~luippe~ wi~ Nuclear Density Tesiing _.~tipmbmt ...................................................... Veh,cle Equipped wi& Ultrasonic, Magnetic Particle. mad Dye Penerrant Testing Equipment .............................. ~ ............................................. Utility Trailer ...... Hydraulic Hand Lif~ ........................................................................... ~ ...................................... OFFICE EQUIPIVIEHT Microcomptn~'. basic sofh~ram sYSmm~ and supporting hardware ......................................... Mainframe Computer Tune-Sharing (per CPU minute) .................. Computer Connec~ T~me ..... Disk Storage (per megabyte) ....................................................................................... ]~nvironmental InformatiOn M.-~emerlt Sygtem ~otg~.e ~urchllrge ......................... Project Manalemcnt and CPM Soft-am Surchm-~e .................................................... Keproduc~on ............................................................................................ Telephone ........................................................................................................... Facsimile Copies ..... _. .......................................................................................... Report Sumhm-'gc · . ............................................. Large Format Drawing Copies, 20-1b Bond Large Format Drawing Copi,s, Erasable Vellum .................................................................... $ Large Format Drawing Copies, Pr~.islon Trim .................................................................... $ Mylar R~roductions ................. 2 ........................................................................................ Autocad Dral'dng, Hardwar~ and $oftwa~ .......................................................................... Autocad Drawing Plots Video Camer~ · $ 90-SAC~DAMICO~PRIVATEI! ~ ~FEE~BAYFEEg~-Bg~-Geo-6 1119.00 /day 495.00 /day 165.00 /day 135.00 /day 105.00 /day 190.00 lday 220.00 /day 200.00 /day On l~--quest d00.00 /day 47.00 /hour $1110.00 /day On Requc. st 8.50 /hour 16.00 /hour .53 /mile 1.05 /mile 16.00 /hour 21.o0 /hour 21.00 /hour ~7.00 Ri,ay 32.00 /day 21.00 /hour 9.00 /minute 21.00 /week 7-50 /hour 74.00 /month 16.00 /hour 16.00 /hour 0.50 /page. 0.50 /minute 2_$0 lpag~ 37.00 /copy 2.65 /sq 1% 3.70 /sc~ R 1.60 /~ach 16.00 /sh~t 32.00 /DOUr 1.60 /minute 74.00 /day. ~i_~ D99) BASIS OF CHARGES I. Listed hu'~in are ~pical prl¢~ for scrvio~ mosi frequently p~fo,,,',ext by Kleinfelder. Prioes foe oth~ "services provided by abe firm or other s~rvi¢~ not listed will bo given upon r~qu~t,, as well as special quotations for programs involving volume work_ "'~-~""%L"~"'_ i..?':.".L5_~'5::2,."'~"~Z ............................................... . """"'"'"'" "" """ 3. Invoices will be issue~l on a periodic basis, or ul~on compl,tion of'a pwject, whichev~ is s. oon~r: Th, e n? cash. amount of this invoic~ is payabl, on presentation of the invoioe. Lt' not paid within ~0 days after me aat~ oz the invoice, the mr~id b~Inn~ shall be ANNUAL PER.CENTAGE RAT~ of ! 4..4. two-hoar minimm'n ~'har§e will be made for all field ~ervices. A four-h~ur mkdmum charge will 1:~ made for any field cxce~.s of four hour~ p~- d~y, An ,i~t-hour minimum chm-Bz will b* rna~ie i~r iickl $~-vic¢~ in-cxce~ of six hour~ p~r day: A one-hoar minimum c~arge per day will be made for any office servie,s. 5. Tun-.. worked in ~xme. ss of g hem pc'r day md we"'..kend~,holldlry work will b~ c. hal~cxt ~ 1.5 tim~.~ th, hourly 6. Pc-r dium will b= charged ~t a tutu of $86 ~ ~y ~ p~on or ~pc~ pl~ 20~ whi~=v~r ~ ~. P~ 8.' We ~ p~t~d b~ W~'Co~6~ ~ce (~or Empl~s Li~ff~ h~), ~ by ~cI We ~me ~e ~sf d~ ~ o~ o~ ~ppff~ ~d ~ui~t Ifyo~ con~ or ~ o~ pln~l ' ~= out a~difion~ ~u~rv Of pro~l~) to p~ us ar yo~ ~ bu~ we shall not by ~m~l~ fori 9. All non~nvko~nml ~d m~mm~at~d ~pl~ may be d~os~ of a ~e~eld~s d~rion ~0 days ~c~el~ ~ pmvlde ~~ for ensue con~ent ~d ~ ad~ ~e ~t ~g prop~ ~dlmg EXHIRIT B PAYMENT SCHEDULE City shall pay Consultant an amount not to exceed the total sum of(as required) for services to be performed pursuant to this Agreei;nent. conduit-ant ~shall'submit invoices at the end of project based on the cost for services performed. The total sum stated above ~shail be the ~c;ial ~hlch~City shall pa);for'th~ services to be rendered by Consultant pursuant to this Agreement. City shall not pay any additional sum for any expense or' cost whatsoever incurred by' C0nsilltknt in' rendering services pursuant to this City shall make no payment for any extra, further or additional service pursuant to this Agreement unless such extra service and the price therefor is agreed to in writing executed by the City Manager or other designated 0fficial~ of city'aUthorized to obligate City thereto prior to the time such extra service is rendered and in no event shall such change order exceed twenty-five percent (25%) of the initial contract price. The services to be provided under this Agreement may be terminated without cause at any point in time in the ~sole~afid'eXclusiv~ discretion of_City. If the Agreement is terminated by City, Consultant shall be entitled to receive just and equitable compensation for any satisfactory work completed on such documems and other materials to the effective date of such termifiati0n, Inthat event~ ali"finished and unfinished d°ctiniei~ts'and other matefi'aI~'shall, at the option of the City, become City's sole and exclusive property. Consultant hereby expressly Waives anY and all Claim~ for' damages or ComPensation arising under this Agreement. Consultant shall maintain adequate logs and timesheets in order to verify costs incurred to date. · _ .... The Consultant is not authorized to perform any services or incur any costs whatsoever under the terms' of this Agreement Until receipt'bf a fully executed Purchase Order from the Finance Department 'Of{he city of Dublin. ' ...... Exhibit B Page 1 of 1 06/08/99 EX~IBIT C City shall furnish physical facilities such as desks, filing cabinets, and conference space, as may be reasonably necessary for Contractor's use while consulting with City employees and reviewing records and the information in possession of City.~ Th~ lo~ati0n,-quanfitY}' and time . of furnishing said physical facilities~ shall be in the role'discretion of CitY:- In no event shall City be obligated to famish any facility which may involve incuiTing any dkect expense, including, but not limiting the generality of this exclusion, long-distance telephone or other communication charges, vehicles, and reproduction facilities. ' ~ ' Exhibit C Page 1 of 1 06/08/99 :2. EXFIlRIT D GENERAL PROVISIONS INDEPENDENT CONTRACTOR ~. At all times during the term of this Agreement, Consultant shall be an independent contractor and shall not be an employee of City. City shall have the fight to control Consultant only insofar as the results of Consultant's engineering services rendered pursuant to this Agreement; however, City shall not have the right to control the means by which Consultant accomplishes services rendered pursuant to this Agreement. LICENSES; PERMITS; ETC. Consukant r~presents and warrants to City that he has all licenses, permits, qualifications and approvals of whatsoever nature which are legally required for Consultant to practice his profession. Consultant represents and warrants to City that Consultant shall, at his sole cost and expense, keep in effect at all times during the term of this Agreement any licenses, permits, and approvals which are legally required for Consultant to practice his profession. TIME. Consultant shall devote such time to the performance ofservice~ pursuit to this Agreement as may be reasonably necessary for satisfactory performance of Consultant's obligations pursuant to this Agreement. INSURANCE REQUIREMENTS. Consultant shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Consultant, his agents, representatives, employees or subcontractors. The cost of such insurance shall be included in the Consultant's bid. Bo Minimum Scope of Insurance. Coverage shall be at least as broad as: O) Insurance Services Office form number GL 0002 (Ed. 1/73) covering comprehensive General Liability and Insurance Services Office form number GL 0404 covering Broad Form Comprehensive General Liability; or Insurance Services OffiCe Commercial General Liability coverage ("occurrence" form CG o001). (2) Insurance Services Office form number CA 0001 (Ed. 1/78) covering Automobile Liability, code 1 "any auto" and endorsement CA 0025. (3) Worker's Compensation insurance as required by the Labor Code of the State of California and Employers Liability Insurance. Minimum Limits of Insurance. Consultant shall maintain limits no less than: Exhibit D Page 1 of 5 06/08/99 General LiabilitY; $1,000,000 Combined single limit per occurrence for bodily ' .~' personal inju/y and property damage. If commercial General Liability ~njury, Insurance or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be tWice the required occur/'ence limit. : . (2) ::~ Automobile Liability: $1,000,000 combined single limit per accident for bodily ~ - injury and property damage. (3) Workers Compensation and Employers Liability: Workers Compensation limits as required by the Labor Code of the State of California and Employers Liability limits of $1,000,000 per accident. Deductibles and Self-Insured Retentions. Any deductibles or self-insured retentions must be declared to and approved by th~ City. At the option of the City, either the insurer shall reduce or eliminate such deductibles or self-inSured retentions as respects the City, its officers, officials and employees; or the Consultant shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses. Other Insurance Provisions. The policies are to contain, or be endorsed to contain, the following provisions: (1) General Liability and Automobile Liability Coverages. The City, its officers, officials, employees and volunteers are to be covered as insureds as respects: liability arising out of activities performed by or on behalf of the Consultant; products and completed operations of the Consultant, premises owned, occupied or used by the Consultant, or automobiles o .wried, leased, hired or borrowed by the Consultant. The coverage shall contain no special limitations on the scope of the protection afforded to the City, its officers, officials, employees or volunteers. The Consultant% insurance coverage shall be primary insurance as respects the City, its officers, officials, employees and volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, ~mploye~s or volunteers shall be excess of the Consultant's insurance and shall not contribute with it. - (c) Any failure to comply with reporting proVisions of the policies shall not affect coverage provided to the City, its officers, officials, employees or volunteers. - Exhibit D Page 2 of 5 06/08/99 , ? ,,,. (d) The Consultant's insurance shall apply separately to each insured against ~-~,: ,( ii i:~ ::::: ~.~ ~:~ whom claim is made or suit is broUght, except with respect to the limits of ~,: :~;~ ;., ;~ the insurers liability.': ; .~ · (2) Worker's Compensation and Employers Liability Coverage. The insurer shall agree to waive all rights of subrOgation against the City, its officers, officials, employees and volunteers for losses arising from work performed by the Consultant for the City. (3) Professional Liability. Consultant shall carry professional liability insurance in an amount deemed by the : ;~_.,:: City to adequately protect the City against liability caused by negligent acts, errors ~. '. or omissions on the part of the Consultant in the course of performance of the services specified in this Agreement. (4) All Coverages. Each insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended, voided, cancelled by either party, reduced in coverage or in limits except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. Eo Acceptability of Insurers. Insurance is to be placed with insurers with a Bests' rating of no Verification of Coverage. Consultant shall furnish City with certificates of insurance and with original endorsements effecting coverage required by this clause. The certificates and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf., The certificates and endorsements are to be received and approved by the City before work commences. The City reserves the right to require complete, certified copies of all required insurance policies, at any time. The Risk Manager of City may approve a variation ofth0se insurance requirements upon a determination that the coverages, scope, limits and forms of such insurance are either not commercially available or that the City's interests are otherwise fully protected. .CONSULTANT NO AGENT. Except as City may specify in writing, Consultant shall have no authority,, express or implied, to act on behalf of City in any capacity whatsoever as an agent. Consultant shall have no authority, express or implied, pursuant to this Agreement to bind City to any obligation whatsoever. Exhibit D Page 3 of 5 06/08/99 o o I0. II. ASSIGNMENT PROHIItlTED." No party to this Agreement may assign any right or obligation put~suant to this'Agreement?Any attempted or~firport~d assignment of any right or obligation pursuant to this Agreement shall be vOid and of n0 effeCt: .... '- - · ' PERSONNEL. Consultant shall assign only competent' personnel t° perform services pursuant to this Agreement. In the event that City, in its sole discretion, at any time during the term of this Agreement, desires the removal of any such persons, Consultant shall, immediately upon receiving notice from City of such desire of City, cause the removal of such person or persons. STANDARD OF PERFORMANCE. Consultant shall perform all services required pursuant to this Agreement in the manner and according to the standards observed by a competent practitioner of the profession in which Consultant is engaged in the geographical area in which Consultant practices his profession. All instruments of service of whatsoever nature which Consultant delivers to City pursuant to this Agreement shall be prepared in a substantial, first class and workmanlike manner and conform to the standards of quality normally observed by a person practicing in Consultant's profession. HOLD HAKMI,ESS AND RESPONSIBILITY OF CONSULTANTS. Consultant shall take all responsibility for the work, shall bear all losses and damages dkectly or indkectly resulting to him, to any subconsultant, to the City, to City officers and employees, or to parties designated by the City, on account of the negligent performance or character of the work, unforeseen difficulties, accidents, occurrences or other causes predicated on active or passive negligence of the Consultant or of his subconsultant. ConSultant shall indemnify, defend and hold harmless the City, its officers, officials, dkectors, employees and agents from and against any or all loss, liability, expense, claim, costs (including costs of defense), suits, and damages of every kind, nature and description dkectly or indkectly arising fi-om the negligent performance of the work. This paragraph shall not be construed to exempt the City, its employees and officers fi-om its own fi-aud, willful injury or violation of law whether willful or negligent. For purposes of Section 2782 of the Civil Code the parties hereto recognize and agree that this Agreement is not a construction contract. By execution of this Agreement Consultant acknowledges and agrees that he has read and understands the provisions hereof and that this paragraph is a material element of consideration. Approval of the insurance contracts does not relieve the Consultant or subconsultants from liability under this paragraph. GOVERNMENTAL REGULATIONS. To the extent that this Agreement may be funded by fiscal assistance fi-o'm another governmental entity, Consultant shall comply with all applicable rules and regulations to which City is bound by the terms of such fiscal assistance program. DocUMeNTS. All reports, data, maps, models, charts, designs, plans, studies, surveys, photographs, memoranda or other Written documents or materials prepared by Consultant pursuant to this Agreement shall become the property of City upon completion of the work to be performed hereunder or upon termination of the Agreement. No such materials or properties Exhibit D Page 4 of 5 06/08/99 produced in whole or in part under, this Agreement shall be subject, to private use, copyrights, or patent rights by Cdnsuk~mt in the united States or in any Other country without the express written consent of City. City shall have unrestricted authority to publish, disclose (as may be limited by the provisions of the California Public Records Act), distribute, and otherwise use, copyright · or patent, in whole or in part, any such reports, studies; data, statistics, forms or other materials or properties produced Under this Agreement.. _- -.-.: Exhibit D Page 5 of 5 06/08/99