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HomeMy WebLinkAbout4.18 Kleinfelder GeotechSv C'rTY CLERK AGENDA STATEMENT CITY COUNCZL MEETTNG DATE: August 6f 2002 SUBJECT: Agreement with Kleinfelder, Inc., for General Geotectmical Services Report Prepared by: Lee $. Thompson, Public Works Director ATTACHMENTS: 1) Resolution with Amendment 2) Letter from Kleinfelder, Inc., including Rate Comparison and Proposed Rate Schedule 3) Previous Agreement and Amendment RECOMMENDATION: Adopt resolution approving Amendment to Agreement FINANCIAL STATEMENT: Under this agreement, Kleinfelder provides general geotechnical services to the City based on the proposed rate schedule. The types of services performed would typically be planchecking and peer review for private development projects, or soils engineering for Capital Improvement Projects. Kleinfelder will provide specific not-to-exceed proposals for each project. The cost of the service would either be paid by developers or budgeted for the specific Capital Improvement Program (CIP) project. Kleinfelder proposes a rate adjustment ranging from approximately 1.2% to 20.8%, depending on personnel classification over FY 1999-2000 rates. As there was no rate increase in FY 2000-2001, the net effect of the rate adjustment for the two-year period, if applied to FY 2000-2001 hours by classification, would be an annualized 4.0% increase. DESCRIPTION: The City has contracted with Kleinfelder, Inc., since June 1996 for general geotechnical services. Services provided to date have been peer review for private development projects such as the Hansen Hill, Tassajara Meadows, Greenbriar and Dublin Ranch developments, and design and testing services for the Emerald Glen Park CIP project. COPIES TO: Michael Majchrzak, Kleinfelder ITEM NO. ~ g:\engr~kleinfelder\agst agreement02 /,~ ~ Staff is proposing that the agreement with Kleinfelder be extended to June 30, 2004, with a rate adjustment allowed at the end of FY 2002-20030 Kleinfelder is proposing a rate increase for Fiscal Year 2002-03 of 4.0%. Under this agreement, Staff would typically obtain a not-to-exceed proposal from Kleinfelder for 'each specific private development review or Capital Project. The cost of the work is budgeted within individual CIPs or is paid by the developer. The City wishes to extend the contract agreement until June 30, 2004, with the new rates to become effective on July 3, 2002. The work provided to date by Kleinfelder, Inc., has been satisfactory, professional, and competitive, and Staff recommends that the City Council approve the agreement. Page 2 ~ ''~' RESOLUTION NO. - 02 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DUBLIN APPROVING AMENDMENT TO AGREEMENT FOR GEOTECHNICAL SERVICES WITH KLEINFELDER, INC. WHEREAS, the City has utilized the services of Kleinfelder, Inc., in the past with acceptable results; and WHEREAS, the City Council of the City of Dublin approved an agreement for geotechnical services with Kleinfelder, Inc, on June 24, 1999, for a two-year period; and WHEREAS, the City wishes to continue to utilize Kleinfelder's services and extend the contract agreement for a period between July 1,2001, and June 30, 2004, allowing the consultant to request an adjustment of rates for Fiscal Year 2003-2004; NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Dublin does hereby approve the amendment to the agreement (extension of time) with Kleinfelder, Inc., which is attached hereto as "Exhibit A." BE IT FURTHER RESOLVED that the Mayor is authorized to execute the agreement. PASSED, APPROVED AND ADOPTED this 6th day o£August, 2002. AYES: NOES: ABSENT: ABSTAIN: Mayor ATTEST: City Clerk EXHIBIT "A" OF RESOLUTION -02 AMENDMENT TO AGREEMENT BETWEEN CITY OF DUBLIN AND KLEINFELDER, INC. FOR GEOTECHNICAL SERVICES WHEREAS, the City of Dublin (hereinafter referred to as "CITY") and Kleinfelder, Inc. (hereinafter referred to as "CONSULTANT"), entered into a two-year agreement on June 24, 1999, to provide engineering services to CITY; and WI-IEREAS~ Consultant and the City of Dublin wish to extend the term of said agreement to June 30, 2004; NOW, TI-IEREFORE, the parties hereto agree as follows: Extension of Term The term of the agreement shall be extended fi:om July 1, 2001, to June 30, 2004. Should a new agreement or amendment to agreement to extend the contract not be entered into by June 30, 2004, then this agreement will automatically extend until a new agreement or amendment to agreement is entered into or City gives written notice of termination. Adjustment of Rates The rate schedule attached hereto (Exhibit 1 to Amendment) shall be effective for Fiscal Year 2002-2003. Consultant may propose a further adjustment of rates for Fiscal Year 2003-2004. The maximum fees per year shall not exceed $75,000 without prior written approval fi:om the City. CITY OF DUBLIN Mayor ATTEST: City Clerk KLEINFELDER, INC. Date: g:engr~kleinfelder~mndment02 EXHIBIT 1 OF AMENDMENT TO AGREEMENT KLEINFELDER, INC. 2002-2003 PROPOSED CLASSIFICATION RATE Principal Professional $185,00 Senior Project Manager 165.00 Senior Professional 155.00 Project Manager 145.00 Project Professional '~ 35.00 Senior Staff Professional 125.00 Staff Professional 110.00 Professional 95.00 CADD Operator 87.00 Supervisory Technician 95.00 Senior Technician 85.00 Word Processor 65.00 g:engr\Kleinfelder\Exhibit 1 amendment k~. KLEI~FELDER Sure 14, 2002 (Revised) File No. 10-3008-18/008 Mr. Lee S. Thompson, Public Works Director City of Dublin, Public Works Department , 100 Civic Plaza P.O. Box 2340 Dublin, California 94568 . Subject: City of Dublin Contract Renewal and Rates for On-Call Geotectmical Consulting Engineering Services Dear Mr. Thompson: Following ap on our letters to you dated March 27'and May 3, 2002, ~nd our telephone conversation with you and fax on May 20, 2002, this letter s~]mm~rize$ the personneI rates that have been in effect for our on-cai1 geoteetmical consulting services to the City, and our request for a rate adjustment for further services. The status of our contract with the City for these services is also discussed. The current rates, which have been in effect for two years since Suly 1, 2000, and our proposed new rates, are summarized in the table attached to this letter. As shown, based on our invoices to the City during the past fiscal year, the net annualized percentage increase with our proposed new rates would be about 4 percent. These rates average approximately five percent less than the stmadard rates for our geotechn~cal and environmental services contained in our current 2002 fee schedule for our Bay Area offices, in recognition of the City as a preferred client. Regarding renewal of our contract with the City, the language, terms and conditions of the expired contract remain acceptable to us. As in the past, we assume that our contract would be extended for a two-year period ending with the City's fiscal year on Sune 30, 2004. We propose that the new rates discussed above would remain applicable through the City's fiscal 3rear end/rig Sune 30, 2003, at which time we request the opportunity to review the rates and possibly propose an adjustment, irwin-ranted based on the Consumer Price Index. Based on our e~perience with services performed under this eOn~ract during rise past three years, we estimate that a ma~'murn, budget of about $50,000 per year should be representative. 1 o-3oo8-18/008 (tOO21566)/jb Page 1 of 2 © 2002'Kieinfelder, Inc. KLEINFELDER 7133 KoJ[ Center Parkway, Suite100, Pleasanton, CA94566-3 We appreciate fl~e oppornmity to be o£ continu/ng geotechnical consulting en~neering service to the City of Dublin and we look forward to maintaining our 'excellent working relat/onsMp. As discussed above, we are prepared to ~omrnence providing our services on an interim basis immediately, and we are ava/Iable to meet W/th you at your convenience to discuss your present project review needs. Sincerely, KI.i~,ENFELDER, INC. Lawrence R. Houps, C.E., G.E. Donald G. Gray, C.E., Senior Geotechnical Engineer GeoSciences Group Managvr Attachment: Proposed Personnel Rate Adjustments Michael Stella / City of Dublin Michael Majchrzak / Klein/elder I 0-3008-t 8/008 (10021566)/jb Page 2 of 2 June 14, 2002 © 2002 Kleinfelder, In~. KLEIN FELDI'R 7~33 Koll Center Parkway, Suite ]O0, Pleasanton, CA 94566-310] (925) 484-1700 (92,~) 484-5838 fax ~ KLEINFELDER PROPOSED PERSONNEL RATE ADJIJST1VIENTS FOR ON-CALL GEOTECItNICAL CONSULTING ENGINEERING SERVICES TO THE CITY OF DUBLIN · '" FY 200~- Proposed % ' FY 2001- 2000-2002 FY 2001= 2003 Fees with Increase Personnel 2002 Hourly 2002 Fees Proposed Proposed (FY 2000 to Classification Hours Rate ($) ($) Rates ($) Rates ($) 2002) Principal 0 175.00 0 185.00 0 ~' 5.7% Professional ,,, Senior Project 42.5 157".00 6,672.50 165.00 7,012.50 5.1% Ma- ager Senior 68 140.00 9,520.00 155.00 10,540.00 10.7% Professional Project 0 120.00 0 145.00 0 20.8% Manager Project. 48.5 1~5.00 6,062.50" 135'.00 6,547.50 8.0% Professional Senior Staff 8 117.00 936.00 125.00 1,000.00 6.8% Professional Staff '-'0 107-00 0 . IlO.Ob 0 2.8% Professional Professional 5.5 -' 85.00 467.50 .95.00 522.50" 11.8% CADD 8 82.00 656.00 87.00 696.00 6.1% Operator Supervisory 10.5 92.00 966.00 95.00 997.50 3.3% Technic_ion ., Senior 0 84.00 0 85.00 0 ·1.2% Technician .. Word Processor 8_ 60.00 480.00 65.00 526/b'6 8.'5% 'Cumulative '- 199 25,760.50 t 27,836.00 8.0% Effect Annualized increase -- 8% divided by 2 years = 4% per year 10~3008-18/008 (10021566)/jb June 14, 2002 © 2002 Kleinfelder, Inc. : -. .,. EXHIBIT A OF RESOLUTION STANDARD. CONSULTING ENGINEERING SERVICES AGREEMENT THIS AGREEMENT is made at Dublin, California, as of July I, 1999, bY andbetween the CITY OF DUBLIN, a municipal corporation ("City"), and Kleinfelder,' Inc. ("Consultant"), who agree.as follows: 1, SEKVICES. 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. PA~. City shall pay ConsUltant for services rendered pursuant-to this Agreement at the tune and inthe manner set fo~ in' Exht~oit 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 alt billings for said services to City in the manner specified in Exhibit B; or, if no maturer 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, furnish all facilities, and equipment which may be required for furnishing services pursuant to tiffs Agreement.. City shall furnish 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 Wu'th the general provisions. 5. EXPTrRITS. 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. $. RESPONSIBLE CHAR.GE.-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 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. CONTKACT ADM]2qISTRATION. 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 amended. 11. NOTICES. Any written notice to Consultant shall be sent to: Kleinfelder, Inc. 7133 Koll Center l~arkway Suite 100 Pleasanton CA 94566-3101 Any written notice to City shall be sent to: Lee S. Thompson D/rector of l'ublic'Works/C/ty Engineer P.' O. Box 2340 Dublin, CA, 94568 .. Executed as of the day first above stated: CITY OF DUBLIN, ,,Consultant"/ ApProved as to form: City Attorney Agreement Page 2 of 2 06/08/99 ".' ' ATTACHI~'iENT A GENERAL CONDITIONS 1.' Consu~nt shall im/oice cr~nt periodic~¥ for ~ se~bes per~ under ~ Agreement. Cr~t shaJ~ ~ ~ ~ u~ ~ Inv~ ~ ~ ~ ~ Cli~ ~ C~ in ~g~ f~ (1~ ~ of ~ ~ng,'in ~ ~ ~ ~ ~~ d~ 7. C~ ~ ~ a~ to ~ all ~f~ ~ ~ ~, ~ ~ ~ ~ ~ ~ ~g~ ~e~ls, and 9. 'C~ ~1 ~ ~t~e f~ ~ ~ ~ ~ ~ ~ ~ ~ ~f ~ P~ ~ ~ ~ ~ ~o~, ~ ~ pl~s, 10. ~ ~ n~ ~ f~ ~ ~ ~ ~ ~ ~ b ~ ~ ~ ~ ~ ~ CF~ ~ ~ ~ ~ under 1Z C~~~~~b~f~~~~~~and alt~,~es, · b A~, ~ ~ ~Ju~ ~ ~ ~ ~ ~ ~ ~ ~g~ ~1 mJ~ of ~' . . _ 14. NI ~ ~ C~ ~ C~ ~ ~ ~ ~ ~ ~. ~ ~ ~ ~ ~ ~ ~ng a ~en No a~ ~ ~E ~ ~ ~ ~ ~ ~ ~ ~L~ ~n ~ ~) ~ a~ ~ ~ ~, ~ ~ ~-~ b~ did not 15. C~ b ~ ~ W~' ~ I~, ~' ~ I~, ~ ~ ~ ~ A~mob~ ~bi~ 16. ~ ~1 ~ ~ ~,~e ~f~, ~ f~ ~s ~, ~~ ~ ~ 17.~~~~~C~Cl~~~~~~~l'di~lof any~~~~ ~ ~ ~ ~ P~ ~~ ~~~~ ~ ~Y ~ ~u~ by~ ~, C~~y~ ~A~~ ~ ~~21 2t. ~bA~ ~y~~ ~~ ~ (I0)~ ~ ~fl~ ~ ~ ~ ~ EXHIBIT A SCOPE OF SERVICES AND SCHF~DULE To provide geOt%hnical 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 wi~h 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, 200t. Consultant may request an adjustment of rates for the second year of the term. RATES PER I~L~LDER BAY AREA 1999 FEE SCHEDULE DATED 1/99 Exhibit A Page 1 of 1 E~~ B SCHEDULE City shall pay Consultant an amount not to exceed the total sum of Fifty Thousand Dollars ($50,000) per year for services to be performed pursuant to this Agreement. Consultant shall submit invoices at the end of each specific project or as agreed between Consultant and City regarding each speCific project, based on the cost for services performed. The total sum stated above shall be the total which City shall pay for the services to be rendered by Consultant pursuant to this Agreement. City shall not pay any additional sum for any expense or cost whatsoever incurred bY Consultant in rendering services pursuant to this Agreement City shall make no payment for any extra, further or additional service pursuant to this Agreement unless such extra service and the price therefor is agreed to in writing executed by' the City Manager or other designated official of City authorized to obligate City thereto prior to the time such extra service is rendered and in no event shall such. change order, exceed twenty-five percent (25%) of the initial contract price. The services to be provided under this Agreement may be terminated without .cause at any point in time in the sole and.exclusive discretion of City. If the. Agreement is terminated by City, Consultant shall be entitled to receive just and equitable compensation for any satisfactory work completed on such documents and other materials to the effective date of such termination. In that event, all finished and unfinished documents and Other materials shall, at the option of the City, become Citfs sole and exclusive property. Consultant hereby expressly waives any and all claims 'for damages or compensation arising under this Agreement. Consultant shall maintain adequate logs and timesheets in order to verify costs incurred to date. The Consultant is not authorized to perform any services or incur any costs whatsoever under the terms of this Agreement until receipt of a fully executed Purchase Order from the Finance Department of the City of Dublin. Exhibit B Page 1 of 1 06/I6/99 BAY ~ 1~ FEE 3C~ULE FOR PF. OFES$IONAI, STAFF ]RATES* Prof~.ssional ........................................................................................................................ "$ ils / hour Sm~fProfossionai ....................................................................................... $ 100 / hour ~j~ Pmf~ ...................................................................................................... ~ 120 / e~ M~a~ .......................................................................................... ~ ~5 / hour r ~rof~[on~ ...................................~ ........................................................ ~ ......... $ [~5 / h~ ~ci~l ~of~z[o~ ........................................................................................................ ~ ~70 / ~o~ ~ ~p~p~ W~s ................................................................................... $ ~0 / hour ~ ~~r ~ul~ ................................... ~ ........................................ $ I~51 ho~ S~ior ~ ~ ........... ~ ................................................................................. $ 20S / hour ~~ST~~C~C~ ST~ AdminisU~veXWord Processor ....... ~ ............................................................... $ 58; hour Technician .............................................................................................. $ $7 / hour Associate Technician ................................................................................................... $ 671hour ~enior Tcchniclan ........................................................................................... $ 79 !hour Superv~ol'y Technician ............................................................................................ - $ t~7 / hour Draf~person...., ........................................................................................ $ 68/hour CADD Opr~xor ................................................................................................... $ 7~/hour lVl-mimum Charges For Off,ice Time Per Day ................................................................ Oa~- Hour AppLiCable AppH~ to all professional raIem iucluding hut no~ limited m civil mechauical, c~emic~l, cleero'leal, geotechnical ~nd envirommcu~ engjueers; industrial hygienists; g~olo~4~; hydrogecto§iz~; hydroloat~; and compu~r speciaiis~. EhrVIRONMENTAL SAMpLIN~ AND TESTING EQDIP~ SOIL AND WATER Acoustic Water Level tndi~ttor ....................: .................... :- ............................ ,, .............$121.00 I day A~ Ckcula~g F~ .......................................................................... $ ~ t.00 1 A~ Compeer (B - 10 ~) ................................................................... r", .... $ II0.0o / ~y B~le~ ............................ ; ..................................................... , ............ $ 47.00 1 day ~ ~d S~l~ H~d-Held~w FI~ ~ $ ~,00 / day High ~ wi~ S~pe~ion Sy~ ~d ~m~ ............................................................ ~ g5.00 / day Bmn~n ~ ...................................................................................................$ 16.00 Con~t~ Ba~s - ~0 Lbs ............................................................................................ $ g.30 / Omzndwa~ $~Pbl T~c~l~ ............... m ........................................................ $ ~9.00 / hour He, it Hy~lo~c Monitor ......................................................... ~ ......................... $ 5~.00 / day Hy~Og~PemxideT~ ....... ;; ......................................................................... ~ ~.~0 /hour hco Compo~ W~r S~pler U~ ................................................................................ $171.00 hco B~d~ ............................................. ~ ........... , ........................ w ........ $ 26.00 [ ~h Le~ ....................................................................................................... $ 7.d0 / ~ch eter S~plin~ Equip~nt ............ ~ ................... ' ................................................. $ 37.00 f day P~ttic Pump, ................................................................................. ~ .... $ 79.00 / ~y p~le A~ Co~so~ .......................................................................... ~ ~00 / day $ 21.00 lay ~ W~y ~d mon~ly ~es av~ilsble upon Elx~RO~nv~L SA~PLI~G .AND T~STI~G EQUIP1V~NT (Continued) Storage T~nkr, ~00 gallon .................................................................................................... $ I5.00 2,000 ~lau .............................................................. S~ed Se~im~ S~pt~ DH48 ~d-Hcld ~w ~ow ~ ~ $ 63.001 ~y T~iIer-Mo~ ~h Subm~iblc P~p and ~t ~b~ .................................... $ ~78.~ [ ~y $ 915.00 /w~k V~ie VoI~e Supp[f ............................................................. '. ........................... $ ~.00 / ~y Well DeveioPm~t Tool ................................................................................................ AIR A~ OAS R~Day ~.~k Absolu~ Pr~.~u~ Bacharach 02 Combustible Analyzer ........................ .......... 42 ][26 410 Barhole Punc~n ...~ ........................................................ 21 58 142 Barometer .............................................................. 16 47 136 Calibration Oas ........................................................ 8.~0 .;. ' 26 (iii C_m/~rafion Oa~ t~c~/ator ..... ; .............................................8_50 26 79 Combustfble Oa~ Aualy2er .......................................... 63 220 672 Differential Pressure Trausducer ............. : ................ ~ ..... 25 g4 273 DracBcr Q%mnfim~cr ................................... ? .............. 126 430 1~35' ]::)taeger Tub~ ........................................................... 16 each - Dual Ambient A~ Sampler .............................................. 5~ 2o~ 735 F[eld Oas Chromatosr~ph .................................................. 610 2,440 6.720 Fyrke CO2 or 02 Indicator ................................................. 16 37 120 O~s C]u'offiatograph (t~ffice) ........i .................................... 74 eac~ run Oaa. Pr~ducdoa Curves .................. .; ........................ ~ ........ - 430 each run [nt~,~d Sm'fac= Sampler ......................................... 4~ 126 410 ~n'omc~er ............................................................. 8.40 26 74 Ken: velocity Me~r ................................................. 26 95 273 Ma~eh~[ic Oau~ ...................................................... 16 47 137 Mo i.sm~ M~tcr ...................................................... 16 47 137 N~lgcue I-land Pump ............................................ 21 63 200 ~ Analyz:r ...................... ...~. ................................ 75 250 725 O~g~mia Vapor A~s/y~er or l~hotoionlzafion DetoUr ......... lg5 590 2,050 _Or _~i~nic Vapor Aualy~r with Strip Chart Recorder ._..'. ....... 22.0 610 2~20 Orifice Platc ...................................... 26 79 273 Pitot Tube{ .................................................................... ] 6 48 136 Partable Brailsford Pump or P.4ufwlant ....................... 37 110 357 Slack Tube Manom~= .................... 8.30 2({ 74 Sound Level Meter .................................. 53 2I StTip Chart l~rd= ~Uip Cha~ l~c~ord~r (sin~,l~ l~m) ........ -J ............................... 21 63 200 Subme~-ib te Pump (3 ~J ..... -- ..................................... 84 Tedlar Air Ss.,nple Bag ..................................... 37.ceeb - - Tes~ Skid ....................................................................... 336 1,165 ~,710 Tc~ Troller .................................................................... 400 1,450 4,400 Vibmt/on Anatyz~ ................. . .......... -- ................ 68 Vokmeter ........................................................................ 8.50 26 68 Wind Speed and Dh'cctlor~ Iadicalor (one system each) .............. = 410 1,450 = Weekly and monthly rotes avnilable ~pon request MONITORING WELL INSTALLATION MATERIALS* 2-iach 4-.inuh Casing, Blank Schealule 40, pVC with Threaded JoLum lO-~oot lengtb..n .................................................................... $ 7,40/foot $ 16.00/foot Cadng, Blaak Schedule 40, PVC with Threaded ~'oin/a . 5-foot lengths ................ ; ................................... ' .................. $ 8.$0 / Foot $ ill.00 / f°ot Cas/ng, Screens. 0.02-inch Sk~, Schedute 40 FVC.with Thr~dcd Joints, 10-foot lengths ........................v ........................ $ S,$0 / t';oo/' $ 21.00 / foot Ca.~LnEs, Soften,, 0.02-inch Slolm, Sch~'clul-- 40 PVC whta · Thread~i Johlts, g-foot lengths.. ................................................... $ 9,$0 / t~oot $ 31.00 /foot 'Casing, PVC Plug .................................................................... - ....... $ ILS01 ea~ $ 27.001 es~h C.a~ing, PVC Cap .........................: ................................................ $ 16./HI / each $ 37.00 / ~nch Sand, 100-1b bag ............................................................................ tl 32.00/bag Bcntonk~ Pell~'ts, ~0-1b backei ................................................ $ 120.00 / b~ck~ Drums .................................................................................. $ f5.00 / each 6ranuht~d Bemtonit~, f/I-lb sa& .............................................. $ $3.00 / sa~k C~otmd Pump an~i Conn'ollm' ............. ,-~ ........................................... $l,000.00 / month Camenr/Bentordiz Slurry ................................................................ ~ $ 142.00 / cubic yard Security Tops ..................................................................................... $ 242.00 ! each Bra.~ Tube.~ .................................................................................. $ ~,40 / ~a~h * Quotations on pric.~s for PVC v~tl ~ash~gs gr~a~r than 44nch dim'neter mhd other matcatals (~tainI~s ~t~=I, crc.) provk~.d ~n requ~t. AND S~ EQUE~MET~f Portabl~ P~rsonnel Decontaminat/ou Tnu-ier · $ 262~00 / day Persoane[ Air Simapling Pump ................................................................. $ 9~.00 / day t~orehole Ventilation System ............................. ,.--~ ................... !l ~100.00 / gay L~v~l B Protection~ .~ ....................................... ~ .............................. , ....... $ 263.00 / day / person L~velCPror~ction~ ................................................................. $ IO~.o0 /day/person Level D Prot~iona $ 4g.O0 I day / person Lhni~d Level D. Pro~'~'~'a- ..................................... '" ...... $ 38.00 / day / person a . Charges for each protection level ~t~ based on dry work condkio~ns and use of uncoated PVC/nitn'le/ne~prene glove, s..A n.omin, al charge rot w~t work condifiolis requiring coated or ~l~a! chemlcal re~/~i~ut ~veralh (Le, Smuiex) and gloves (Le., Vkon) may be added. SPECIAL 1VIEDIC~ SURVIgILLABICE COSTS Bmaclina Fhymical costs ar= covered by ,h~ compaay; how~vm', Frojaat-ap~ifi~ madlcal mats wilt b~ c, bart~ mt cost, '. ~lus 20%, GEOPHY$ICA.L K~PLOP~TION EQU'IPM'ENT S~o~p~. 8~gle ~l ~i~ou Mo~ 1570C S~o~ph, Tw~ve ~el ~ Mo~l ES~21OF ......................... ~ ..........$ 4~.00 /~ ~i~ty ~r, B~ou Mo~l ~ ......................................................... = ....... ' ~ 165.00 7day Soil T~ M~ K~0C ................................................. , .................................. $135.~/d~ M~g~ ~ T~r ........................................................ ; ................................... - $105.00 /day ~etome~, P~le pmt~.~eme~ Mod~l 6gl~ ............................................... $190.00 /flay Ele~ma~efi~ ................................................................................................ $220,00 T~ Conduc~v~ M~ · · . Ge~ Mo~l EM 31 ................................................................................... $ 200.00 51e9~ ~or (~ho~ m~um) ............................................................................. $ 4~.00 Pneum~o Pi~om~ Indi~tor T~t ~ipmen~ .................................................................................................. On Vehi=la, 4 ~l Dr~ .................................................................................. ~ I~.00 ~our ME~ 4 ~1D~ .............................. ~ ............................................. ~ t.0~ ~1~ VehieI~ Equ~p~ wi~ Nual~ D~i~ T~ ~i~t ......................................... $ 21.80 ~d DF~ Pen~tT~g E~i~t .................... ~ ....................................... $ 2L00 ~o~ UfiIiw T~er ........... ~ .............................................................................. .........~ ~7.00/~ H~uli~.H~d L~ .......................... ................... 7 .................................................... $ 32.00 iday OF~CE Di~k SWm~ ~ m~) .................................................. , ..................... $ 74.00 ~j~t Y=gm~ ad CPM So~ fl~h~e ............................................. ~ 16.00 ~o~ ~du~ioa ............................................................................................. $ 0-50 Telephone ....................................................... ; ........................................ $ 0.50 ~ Fa~ile Copies ................................................................................................ ~ ~0 L~E~ Fom~ D~ ~pi~ ~ab~ VoI~ ................. ~ ............................... ~ 3.79 Myl~ ~produ~ons .................................................................................... ~ 1~-~0 A~ D~ing Pio~ ............................................... ; .................................... $ t.50 /m~ Vld~ C~e~ ..................................................................................................................... i 74.00 /~y I~AT~RIAL~ TF.~TING SkiEmore IVil~eh'-n Bok Tension CaRbmtor ..................................................................... $ 4'/..00 ] day Torquo wremca'x ........................................................ , ....................................... $ 42.00 / day $=hfi~tdt Hammer ....................................................................................... $ 6g.o0 /day P. lv[e~r (Pac/~om~ter) ....... --? ......................................................................... $ 65.00 / day W~ndserProbe ........................................................................................ $ 21.00 /shot Aachor~o[tT~t/ngDm,/c~ .............................................................................. $ I36.00 /day concr~ V~pot Transmission T~.~ YJ~-F[oors &~ $1ahs ................................................. Pu'v~ $ 5~.00 / test ThlnLif[l~clearAsph~ltGauge ....................................................... -- ................ - $ 74-00 ~qucl~ Asphalt C~ntent Gatt~ ... ...................................................... ; ........................ $ 9'~,00 / CoringMachine wi~ (}~at~r ...................... ? ............................................................. $ 147.00 / day FtoorFlatn~ss Tes~in§ Devlc~ ................................ , ......................... ; ...................... $ 95.00 / ~y Diamond Blt Core Barrel Charge Asphalt · Co~¢reto or :2" Diamond- ...............,..~ .......................... ,$ 6.001 [ach.. ................................... ,_ $ 4.75 /tnch 3" Di~neter---- .............................. h ......."J; 7.50 / inch ................................. $ 5.25 / inch 4" Diameter ..... ' .................................... $ 9.00 / J~ch ...... , .......................... $ 6.30 / inch 6" Diameter ......................... , ..................... $12.~0 ! inch .......................................... $ 7.50 / g" O~eter ............. ~ .................................... 215.75 / ktch ' $ 10.$0 / ~tch Minimum bit charge-6" per job ;. SOIL A.ND AGGREGATE TESTS COIVIPACTION CLIR~_.~5 Standa.~.4" Mold. ..... , ......................................... ; .............................. D.69g M~:hod A S l~a.00! e~ Standard 6" Makl. ........................................................................ .D..69S Method B~ C $ 18~,00t each Modified, 4" N[old ......................................................................... D-1337 Method A $ 16S.00/ Cal[forr~.Impact~ Dry Method .................... ~ ........................................... CAL-2t6-F $ lSP.00/ California Impact, V/c~; lvicthod ........................................ ~ ...................... CA 'Y~-216 $ 147.00/~h Check PoiaL..--. ................................................................................... $ J05.00/es.ch Rel~tlve'Density CN~xfanum and Minimum) ........................................... D-4253 & 4254 $ 273.00/set SOIL AND AGGREGATE STA~IL~Y R-Value, Un~reat~d .Ma~riat or field Sample ................................................ CAL-301 $ 220.00/each l~*¥aluc. R.=pxuport[oncd or Ch~ni~lly-Trratr. d. ............................... CAL-301 $' ~.65,00I each Cormc~on for oversized mamrhl in sample ....................................................... CAL-$01 $ 63.00/ C-R.R. 100% Compacfio~ (Includes comp~rffon curv~) _ D-ISILq, T*lS0 $ 515.00/each C~.R. Other C~mp~fim~ F_~on (Inetudes com~tion ~:~lrve) .............................. D- tgg3 $ 6~2.00! each SoU Cemea~, C.T.B.; l~x De~ ........................................................................... On Request. C.T.B. Compression T~-r, (Includes Prepar~o~) ........ , ............... D-16~3, CAL-312 $ 79S.001 each .. Check Point. ...................................................................... CAL-373 $ 220,00/~h C~ment-Treated ConrpreSsiml TeSt. ........ · .......... r ................................ PCA ~052.06S $ ~2~,00! each BASIC SOIL AND AGGREGATE i~ROPERTIF..-~ Siew Ana/ysis, Coarse ~md P'me Illcluding Wash ................ C-135 $ 116.00t each Sieve An~/ysi~, Coar~a (Radnor ~n Ne. & Sieve) ....................................................... C-136 .~ 6~.~0t' Sieve Analysis, Fine Includin~ Waste (Passing No. 4 Sieve) ............................. :. ....... C-,136 $ 100.00/ each Sieve Analysis, Wash (% ~iner ~ l~o. 200 ~Icw) ....................................................... C-1 I? $ 68,00/~ach Hydrometer (Wid~out Sieve Anal~sh) ................................................. D-4~Z2 $ 137.00/each Hy~irome~r (Including $ie~e Ana/ysis): .................................................................... D-4ZI $ 205.00/ :S~'~_h-'~ Or~vity ...................................................................... C-t27, C-128, D-8~ $, 79.00/each Sand P.~u/va[en~. Average of 3 .......................... ~. ................................ CAL-217 $ 89.00! ' Sand l~quiva~r, <)ne PointMethocL. ....................................................... $ 74.00/each Plasticity Index ............................................. ,, ........................... .._D-4318 $ Liquid Limk .................... '-- ................................................................. D~3!g $ $9.06! ~h ~xD~ns~on Index T~ ................................................................. D4~29, UBG 1~-2 $ 136.00/ Mo~v.a~ De~rminafloa andU~it W~igh~ ............................. D-~21~. D-2~37, D..4643 $ 42.00/' Moi~mr~ D~te. rmluadon Only .... , ...... .. ................................. ~ ........... ~ ........... D-2216, D-4643 $ 21.00/ · Resistivity of So/I (Laboratory M ..eas?~-em. ent) ................................... CA1.-532 or 643 $ 135;00/each pA Test (Laburator~ Mc~urcrnent) ................... : ........................................ EPA.9045 $ 47,00t each pH Test, Limo T~ Soil,~., ............................................................................ C.-977 $ 90.001each Or~ni~ Co~tcnI-Soil~ .~ ...................................................................................... D-2974 ii; $4.00! each Pinhole T~st for Dlspcrsiw Soils ......... .......,. ................................................... D-4647 $ 210.00/each Dielectric Cons~mt ................~ ................................................................................... $ 50.00!each HYDRAULIC CONDUCTFVITY Ftcx~ie Wall~ Fsi[lng t-I~l ......... .__~ ............................. ~ ....... D-~0g4, EM 1110-2-1906 I~ 3 i5.00/c-ach R/gig Wall Permeability oEUndLsturbed Sample, up to No. 4 ~ievo Size .......................... $ 155.00/e~¢h Rigid Wall, ConslantHead, Gravel ................................................................. ;._~ .......... $ ISIL00/'lmch SAMPLE P~ARATION Trimmin~ ................................................................................................................... $ 48.00/each l~emoJding ............ : ........................................................................................................ $ 6~.00/eaCh Splitting ................. ',-7 ............. ............................ ~ ............................................. $ 47.007 ~ch l~i:d~g and Proc~.sstn~ ............... i ........................ , .................................................. $ · 55.00! hour SHE~ STRI~NGTH AND CONSOLIDATION TEST~ and Unk W~ight' ............................................................................ ~__. D-2166 $ 9~.00/eaCh Trimcial CompressiOn Test Quiok Per Point. ............................................-~ ......... , ........................................... $ 12I.o0/point UU ~turated ............................................................................................ D-2850 $ 200.00/point CD Sahn'at~d ............................................................................ I~M- 1110-2-1906 IF 303.00/' poht~ CU Satura~ed .................................................................................. I_. D-4767 -~ 240.00fpaint CU $ahuated with'Por¢ Wat~rPre.ssure .................................................... D-4767 $ Dlr~ Sh=ar (Quick) Per Poin~ (DrT) ................................................................ D-3080 S 100.00/~ Direct Shear (3 point sta~ed test) (Saturated) .................................................................. $ 265.00/ Dir=ct She, ar (Res~"~) P~r Poin~ CRatura~d) ....................... , ............................. $ 10~.00I polnt COll~lldat[an~ With Two Timu P, atcs ................................................................. $ 340.00/r~st Coofan~ Rate ot'Strain Consolidation, With Tune Rau= .......................................... D-4186 $ 525.00/~st Consolidation, Without Time Pate., Six Losd Incr=ments ..................................... D-2435 $ 262.00/test Note: Speeial testing procedures that deviate from stmittard will be charged on a time and expense basis, AGGREGATE Injurious Or~mic Mat~er ...................................... ., ....... ~ ............-- ...... C-40 $ 53.00leah Absoft. on, S~nd .............................................................................................. ~-(3 12~I $ 7~.00/~ch Unit Weiy~, Averag~ of 3 .................................................................... c-as $ ~9.001t~t U~it %Veight, On~ P~int Mefl~od .................................................................... C-29 $ $1~.00/each Las Atl~l~,.~ Abra~ion Teat-~00 ReY~lutio~s .......................................... C~L-211, C-131 $ 142.00/. each Los Angeles Abrasion Test- 1,000 R~oillrloIls ....................., .................... CAL-211, C-5~ $ 185.001 each Sulfat~ $~undness (5 C~I~s) P~r Si~,-e Si:~ ........................................ CAI~14, C4g $ 8~.00/es~h Mortar Mak~g. Properties of Sand (2 a~) ............................................ ,.CAL.515, ~ $ 357.00/each Pot~tial Reactivity Te.~ ....................................................................,. ..... C-289 On l~qu~-~ Cleanness Te~t (R~=z= T~st) ...... : ................... Crushed ParticIes on Sieved Sample. ................................................. " .... CAL-20$, D-693 $ 13t.0W each Fl= ired l~lon§~tett Pat~ic[ea on Sio,t~l 5mnpI¢ ........................... D-4791, C~119, CI~-120 $ 131.00/eaoh Clay Lumps and Friable Palictes ............................................................... ;.. C~142 $ · 95.00I each Li~atweight Pieces in A82,relg~..., ................................................................. C-12~ $ 210.00F each · D~lmbility~ l~e ............. ; .................................. ~ ................L. ......CAL-19.9, D-3744 S 105.001 each Durability, Coarse .................................................................... CAL-Ilg.9, D4~/44 $ 158.00/each Durability Index, Coarse and l~ine .......................................................... CONCRETE C o~cxet~ lVllx D.eslgn Ileview ........ . ........................... -;--.....--.. ................ . ...... ~ ......... ~ ..... $ ll~$.00/each Laboratory TdaI Batch, IncludtngCompression Test/rig o~.qx ~pecimens .... ~ .................. $ If~25.00! each Concrete Cylinder Cured ax%d/m- Compression T~d ............................................. C-39 $ 23.00/ Co, , .................................................... i 4 .0o/ Unk We'~ht of Concrete Cylinders .......................................................... $ 47.00I each Flcxural S~r=n~h, Conc. r~t~ Beam ........................................ ~ .......................... C-?~, C-:193 $ V0.00! Compression Te~ Gm~/r~/Shoicr~te ............................................................ · $ 58.00! ead~ Compression Tesh Gunite/~ho~r~t~ Parcel, Set of~ Corns ................ : ........................ $ 20~.00! set Cornprc.~i~n Te.sc on Cor~/Spe~hnens (lnelud~ End Preparation) ................... , ............. C-12 .. $ C3.00! Cylinder Molds .......................... , ................... , ...................................................... $ 2.70! each Dryin~ .~hrinkage. Tes% s6t of~ 7.' ............... '-" ...... ~ ........... _L ........................ C-137, CA?~?~ $ ~?0.00! Modulus o/~]~lastioity o/'5" x t2 Concr~t~ cyl~naer ............................................ t;4~. $ 210.00! Splitt/n§ Ten.s/l~ Slr~n&,tl~ ......................................................................... C-496 $ //ILO0! each Ceme%ll Con~en~ ofHanlened Concre~- ....................................................................... C-$5 On $ 6~.00! each Den.~ty of Spray Applied F'u-eproofin~ ..................................................... 'Uui~ Weight c~'Ligh/w~i~ht Concrete ........................................................... C-56'? $ 6~.001 each C0n~'~Io P~IHleabiiity ......... , ......................; ................................ , ........CP.D-C.-4$ $1 I~5.00! ~ae.h Mortar Bar ~xpa~sion ........................................................, ............................ C-227 $ I 165.00/ each Does no~ include coriu§ Grov~ or Mortar Spec/men Cured ancot Compression Tcstcd..~ ............. C-~?~, C-1019~ C-780, C-942~ C-109' $ 23.00/~T~ Compression Tes:, Masonry Units ............. , ..............................., ............. ; ..... Cl40 $ ~3.00/each Compr~sion Tes~ I x t x 16 .Prisms. or smaller .......................................... UBC 24-26, I~ 44? $ 84.00/each Comt~rrasion T~a 10 x ~ x 16 Priams or ~nallcr ................................... UBO ~-4-~6, l~ 447 $ 9~.00/ CompressionTe~ 12xix 16Pfi~nsorsmsller .................................... UBC24-26, E447 $ 10~.00/each Absorption and lt~ceived MoLsmre, Masonry Unit .......... ~ .................................. C140 $ 6~.00/each L/nc~l Shrinh~, Mu~n~ un/t~ ................................................... :.C.~41l/;~ or T/tli 121 ~ 141L00/each Compression Strenffd~Brick ................................................................................. C~67 $ $2.00/.each M~clulns oiRupmr~ Brick ............................... , ................................... C-67 $ 63.00/each Absorption T~ l~rick, ~-Hour with Coefficient .............................................. C-67 t ?l_00/each She~r Test on Masonry or Brick Cams ............... - CAIn44 $. 84.00/e~ch ~ro~ or Mortar Moki--..~. ............................................................................ .~ ...... $ :Z.65t BreaklnE L~ad, Rc~fTile ..................................................................... UBC ~2-12 ~ 3'/.00/ each AbsorPtion. RoofTilc...: .................. ,--: ......................... ~ .................. UB¢ ~2-12 $ /13:00/ each PermcabiliD', l~.oofTiIe ............................................................................................ $ 105.00/ Specification Tes*a-AR Oradc~ ..................... :......;.- .............................................. On ~qu~ -Liquid Asp~l -Emvlsio~ ......................................................................................................... 0n R~cSo~ % B~men, wi~ Mo~ V~r S~c~iW, Compl=tc D~ ofW~ S~a~ ~r a Oi~n ~t ' Sup~ave Mix ~ ~ud~ Bmd~ or Ag; .unit Weight of Core or Compaztcd Sample ............................ ; ......... --'D2726 $ 42.001emuh lVioism~ Cont'enr {~Xylene Ketlux M~ocO .................................................... D-1461 $ 191.001 ~ach l~ximum Dmmit'd ~ffIvib~ by l~mr~h~l[ l~W-~diod, Set of 3 (Without Mixing) .......................... l; 173.00t so/ Maximum Density of Mix by Hr~m M~hock S~t of 3 0trt, hout Mixing)._,CAL-304, D-l~6t $ 175.00/ · Maximum Th=omflcad 5p~rlflc Oravity (P,t~ l~i=thod) ....................................... D-2041 $ 1110.00] ~ac, h · l-de~xofR~talnedStr~ih ........................... ; ....... ; ......................................... D-10?4. D-1O?5. $ Sg0.00/ea~h Index of R~iairied Strvaglh ........................... US Army Corps Mothod II 58S.00/ T=nsil=, Up to 0.~ s~. in. Cross Sectional Area ..................................................................... $ 6~.00! each* 0.~ sq. i~. to I.a sq. in.. .................................................................................. ~ 74.0o/~ac, h* · G~ea~- ~an I.$ sq. in .................................................................................. On R~uest B~nd Only ...................................................... ._. ........................................... %. i' 31.001 ~ach T~n~ilc ~nd Bc~ Up to (1.5 sq. in. Ca, ss Sec~ionaI Ar~ ........................................ Ill 74.00] ~ach Tensile and Ben~ 0.5 sq. In. to I.~ scl, in ......................................................................... ~. S4.00/=ach Te~sil~ and Bend, (}r~ater than 1.8 sq. in .................................................................................. On Re4ue~t Pre-Streas Strknd~ Tonsil~ ~u~d l~longatlon ................................ ~k~16 On R~tue~ Pr~--Stress Wire, Teasilc arid Elongation ........................... , .............................A-421 On Request lY[achining Costs .......................................................................... ~ ...................At ~ ~- 20-,4 Weight o£Coatlng (Set of~) ................... : ..... : ........................... . ............................... A-gO $; llO.O0/s~t ' Bol~, NuU & Wash=ts, I-I. ardn~s, ~ Load T~ ............................................................... On Rexlt~ea't * Do~s not inc/nd~ machining eoata, i/~require& Mo i~tur~ Content M~r~rn,~n~s ................................................................................ ~ 21 ~ ~ m~chi~g OT~R EQ~~ GI$OPHYSICAL EXPLOlq~ATIOH S~ismogr~h. Single Channel Bison, MOdel I$70C or N~bus Mod~l ES-125 ............................................................................................ S 1~9.00 S~pb~ Tw~l~ Ch~n=l ~b~ ~od=I ~SI21OF ............................................. $ 49S.00 Soil T~ Model~0C ........................................................................... ~ ....... ~ I35.00 /day Me~ ~ T~ ................................................................... ~I ............... $10S,00 ~omemr, Po~l~ ~o~n-~me~ Model 6~ 16 ....................................................... $190.00 ~l~c~oma~eti~ ..........................~ ............................................................................... $ ~0.00 /day Te~ C~ndu~ivi~ O~ni~ Model ~ ~1 ...................................................................................... ~ 200.00 /~y Do~olc ~h~ Wave V~lo~ M~emen~ .............................................................. Bi~ ~d Vi~ian Monet, ~-100 ~om~ s~ up and ~edowa) .................................... ~ ~0.00 Slop~ Indictor (4-ho~ m~) ............................................ ~ .......... i ................ ~ '47.00 Pn~ic ~i~zom~t~ Indi~r $inco Mod~151411-A ................................................................................................ ~ lg0.00 /day S~Ied Double ~g ~memr ~ Equipm~ ................................................................................... .~ .................... On ~. V~i~lc, 2 ~t Drlw ........................................................................................................ $ g~0 ~our Vckiclc. 4 ~ecl Dd~ ........ . ....................................................... $ 16.00 ~r ~c~ 2 ~eel Dr~e .................................................... ~ ........................................ $ J3 ]m~e Vehicle ~uipp~ w~ Nucl~ D~ T~ ~~ ..................................................... ~ 21.0~ ~our aM Dye Pen~t T~in[ E~ipm~n~'. .......................................................................... $ 21.00 ~utic H~d Lit ................................................................................................................. i 3~.~ I~ O~ EQ~~ . Ma~ Com~r ~~g ~ ~Umm~) ................................................. ~ 9.00 ~u~ c~ ~ Fi~ ........................................................................................................... $ 21.00 D~k Sto~ ~=r m~b~) .............................................................................. $ 74.66 [mon~ j M~g~m=nt and CPM ~o~ Su~h=~ ......... ~ ............................................. $ 16.~ ~du=~on .................................................................................................... $ ~0 [p~go T~1~hon~ .................................................................................................. ~ .....................S 0~0 $ ~o/p~ ~po~ Su~h~ ..................................... ~ .......................................... ~ ~7,~ FO~ D~W~ C0p~, ~1~ Vellum ............................ ~ ............................... ~ ~.70 /~ ~ Fo~ ~w~ ~p~, ~o~ T~ ................... ~ ............................................ ~ 1.60 ~yl~ ~duc~ ............................................................................................................. ~ 16.00 Aumc~ ~w~nE P[o~ ........................................................................................... ~ 1.60 Vino ~ ............................................................................................... ~ ..... ~ 74.00 /~y BASIS OF CHAlliS I. ti~d h~-ein m~e typical prlce~ for ~ervlc~.s; most frequently perf-cnmed by IZ-.ieimfelder. Pr]oe~ for olher "services provided by th~ .finn or other ~ervlc~ not listed wiI! be given upon request, a~ well as special quotations for programs involving volmme work, 3. Invoices will be L~ucd on a periodic basis, or .u~on completion ora pwj~t, which=vet L~ ~°°ner. The net cash amount of this invoice is payable on pr~entati~m of the ~.voioe~ If not paid within gO days after the date the invoic.~, the unpaid bMance shall be subject ~o ~ FINANCB CHAROB of 1.5% per monfl% which is an ANNUAL PEP, CENTA(~B PATE of l ~'/,. · · 4. ,al two-hour minh~um ~-harge will be made for all field scrvicc~ A fottr-lmttr mLnimum charge will be made for any field scrvic~ in exes.ss of two hour~. A six-hour minimum charge will bc exce~s of ['om' ho~r~ per clay. An eilpht-honr minimum ch~rl~ will be mad~ ~r field servic~ in.exc~ of six hours pc~ day. A on~-hour m~nhnum charg~ per d~y will be made for any office scrvic~ 5. T'unc wori~d in ~ of 8 houm per daM and .weckem&holiclay work will b~ char~ccI ~t 1;~ timc~ th~ hourly 1-~. Per diem will br chm-a=fl at a rat~ of Si5 p~r day p~r p~raon or ~xp=uscs plus 20%, whichever is gl'cater. Per diem will I~ cha~ed for ail l~rojects in cxcc~s orS0 miles from II~e nearest Klein~l~ offi~. · 7. Outside servic.~ w/Il hl~lude a20~ marL-up unless otherwise 8. _W.~are p~tm~d by_Workcffs Compm~tlon ~ (,md/or.Employ~s Liabilky Insurmce), mxl by Pubffc ~.,~m~Elry msummco mr bodily lnJxgy ~m~i propers/~ge~ aha wilt furnish c.m-tific~ms thm'eofup~ra r~que.~ We a.~sume the_ri:s,..k.of damat;c to our o.wn ~ppIies.anct equipment. If'your conn-ac~ or .~__rctm~ order places gr?arar r~p....o~m.u~, es upon T or r~lmr~s f-m~tmr m~ran~ ccrver'dg~, we., specifically d~ by you, will t~ out ~, d~ioaaI?sur'~uc~ Of pro .cur~b. ~ I~) to_prox~;:.us at your extx~e, bt~ we shall a~t b~ ~.~po~Ibl~ fer prol:~rry cmraage xrom ,my cat. c. inc~,ng ~ aha e~-plcsiou, beyond thc amounts of :ow'-raL,~ of our ~risUrallC~ .. 9. All n0n-~nvironm~nml and uncontaminated s~mples may be dL~t~osed of at Kleinfelder's discr~ion ~O days after submission of ~ report, unle~, prior arrangements ar~ made. Ali ew~irommenlal rctm*ncd U~ ~Iicnts at Klchtt'cldct's dLicrciion 30 days at~r aubmL~or, of final report, unI~ p£ior I0. Pr~. p?r cTispo~tl or hmnrll~m: .of soil b?ri~..g ?~T. in~, w.:ll dcvekrpmen~ alld pur&~ waters,' · .s.o. tutio.~. ~md other, you~n.~I~_pot~ti~y contnmmated matcr~ is the r~punsi.b~lity of the client_ z,.lcin~em~' can provme mm'lt/gners for on,ire contairdnent and c~u advh'~ tI~ cticat r~garding proper pror~clurc~. 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 Agreement. Consultant shall submit invoices at the end of 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 A~reement 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 all claims for damages or compensation arising under this Agreement. Consultant Shall malnta'm adequate togs and timesheets in.order to verify costs incurred, to date. The Consultant is not authorized to performany 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 °fDublin. Exhibit B .Page 1 of 06/08199 E~~ C City shall famish 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. The location, quantity, and time of furnishing said physical facilities shall be in the sole discretion of City. In no event shall City be obligated to furnish any facility which may involve incurring any direct expense, including, but not limiting the generality oflttis exclusion, long-distance telephone or other communication charges, vehicles, and reproduction facilities. Exhibit C ?age 1 of t 06/08/99 GENERAL PROVISIONS 1. 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 right 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. 2. LICENSES; PERMITS; ETC. Consultant represents 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 '~erm of this Agreement any licenses, permits, and approvals which are legally required for Consultant to practice his profession. 3. TIME. Consultant shall devote such time to ~he performance of services pursuant to this Agreement as may be reasonably necessary for satisfactory performance of Consultant's obligations pursuant to this Agreement. 4. INSURANCE KEQUIKEIviENT$. 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. A. Minimum Scope of Imsurance. Coverage shall be at least as broad as: (1) 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 Insuranqe Services OffiCe Commercial General Liability coverage ("occurrence" form CG 0001). (2) Insurance Services Office form number CA 0001 (Ed. 1/71t) covering Automobile Liability, code i "anyauto" and endorsement CA 0025. (3) Worker's Compensation insurance as required by the Labor Code of the State of California and' Employers Liability Insurance. B. 'lVfinlmum Limits of Insurance. Consultant shall maintain limits no less than: Exhibit D ?age 1 of 5 06/08/99 (1) General Liability: $1,000,000 combined single limit per occurrence for bodily injury, personal injury and property damage. If commercial General Liability Insurance or other form with a general aggregate limit is'used, eithbr the general aggregate limit shall apply separately to this project/location or the general aggregate linn't shall be'twice the required occurrence 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; C. Deductibles and Self-Insured Retentions. Any deductibles or self-insured retentions must be declared to and approved by the 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 admir~stration and defense expenses. D. Other Insurance Provisions. The policies are to contain, or be .endorsed to contain, the ~'ollowing provisions: General Liability and Automobile Liability Coverages. (a) The City,. its officers, offcials, employees and volunteers are to be covered as insure& as respects: liability arising out ofactivitles performed by or on behalf Of the Consultant; products and completed operations of the Consultant, premises owned, occupied or used bythe Consultant, or automobiles owned, leased, hired or borrowed by the Consultant. The -coverage shah contain no special limitations on the.scope of the protection afforded to the City, its officers, offcials, employees or volunteers. (b) The Consultant's 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, employees or. volunteers shall be excess of the Consukant'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 o£ 5 06/01~/99 (d) ' The Consultanfs insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. (2) Worker's Compensation and Employers Liability Coverage. The insurer shall agree to waive all fights 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 insuraace 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 th~s 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 aiter thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. · E. ' Acceptabili~ of Insurers. Insurance is to be placed with insurers with a Bests' rating of no less than A:VIII. F. Verification of Coverage. Consultantshall 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 ail required insurance policies, at any time. H. The Risk Manager of City may approve a variation of those.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. 5. 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 06108/99 ASSIGNMENT PROHIBITED. No party to this Agreement may assign any right- or obligation pursuant to this Agreement. Any' attempted or purported assignment of any right or obligation Pursuant to this Agreement shall be void and of no effect. 7. PERSONNEL. Consultant shall assign only competent personnel, to 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. 8. 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. 9. HOT ~ HARMr.~.SS AND KESPONS~BIL1TY OF CONSULTANTS. Consultant shall take all responsibility for the work, shall bear an losses and d .amages directly or indirectly 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, directors, employees and agents from and against any er all loss, liability, expense, claim, costs (including costs of defense), suits, and damages of every kind, nature and description directly or indirectly arising from the negligent performance of the work. This paragraph shall not be construed to exempt the City, its employees and officers from its own fraud, 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 consideratior~ Approval of the insurance contracts does not relieve the Consultant or subconsultants from liability under this paragraph. 10. GOVERNME2NTAL REGULATIONS. To the extent that this Agreement may be funded by fiscal assistance from 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. 11. DOCUME~S. 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 completien of the work to be performed hereunder or upon termination of the Agreement. No such materials or properties Exhl~oit 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 Consultant in the Ur~ted 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 O6/O8/99 . AMENDMENT TO AGREEMENT BETWEEN CITY OF DUBLIN AND KLEINFELDER, INC. FOR GEOTECHNICAL SERVICES VOtEREAS, the City of Dublin (hereinafter referred to as "CITY") and Kleinfelder, Inc. (hereinafter referred to as "CONSULTANT"), entered into a two-year agreement on June 24, 1999, to provide engineering services to CITY; and WI-IEREAS, the tei~ns of the agreement allowed for an adju~b~ent of rates after the first. year; and WHEREAS~ ,Con..,~'.~ta~...t wi~ed..~adjust the rates of said agreement for the second year of said two-year ' WltEREAS, Consultant has proposed a rate increase for the 2000-2'001 fiscal year; NOW, TItEREFORE~ the parties hereto agree as follows: ~ ..... Ad]ustment of Rates The rate schedule attached hereto as Exhibit 1 shall be effective for the'2000-2001 fiscal year. .CITY OF DUBLIN KLEINFELDER, INC. g:engr~kleinfel, de?)amndme~tO0 . .EXHIBIT 1 OF AMENDMENT TO AGREEMENT KLEINFELDER, INC. 2000-2001 PROPOSED CLASSIFICATION RATE Princi pal prOfesSional $175.00 Senior Professional 140.00 Project Professional 125.00 Professional 85.00 Associate Technician ..... 70.00 Draftsperson 70.00 WOrd ProceSsor 60.00 g:engr~,kleinfelder~xhibit 1 amendment