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Home My WebLink AboutReso 110-99 Geotech/KleinfelderRESOLUTION NO. 110 - 99 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DUBLIN APPROVING 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 initial agreement with Kleinfelder, Inc., has expired; and WHEREAS, the City wishes to continue to utilize Kleinfelder's services; NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Dublin does hereby approve the agreement with Kleinfelder, which is attached hereto as "Exhibit A." BE IT FURTHER RESOLVED that the Mayor is authorized to execute the agreemem. PASSED, APPROVED AND ADOPTED this 24th day of June, 1999. AYES: Councilmembers Hcnvard, McCormick, Zika, Vice Mayor Lockhart and Mayor Houston NOES: None AB SENT: None ABSTAIN: None ATTE S,T.~_4.'-// K2/G/6-2d-99b/reso-kleinfelder. doc g:\engr\bsk~rcsoagrt99 Mayor EXHIBIT A OF RESOLUTION STANDARD CONSULTING ENGINEERING SERVICES AGREEMENT THIS AGREEMENT is made at Dublin, California, as of July 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, furnish all facilities and equipment which may be required for furnishing services pursuant to this 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 A~eement, 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 perfo _rm 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. CI-I.4&qGES. 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 amended. 11. NOTICES. Any written notice to Consukant 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. - ' By "Consultant" Approved as to form: City Attorney Agreement Page 2 of 2 06/08/99 ATTACHlX,[Ei'~T A GENERAL CONDITIONS 1. Consul~nt shall invoice Client periodically for the ~ pedrormed urx:Jer this Agreement. C~"~t shall pay suc~ i,~ upon receipt, invoi~ r~ ,~aid wfthin ~hi,,'~y (30) days of the invoice d~te shal~ be subject t~ a late payment charge of 1-I/2 po-cern per mon~. ~ m'coice amounts ~,~ii ~ presumed t~ be correct unless Client notifies Consultant in writing wi~in fcx,,u-teen (14) ~ of receipt. 2. If Client fails to pay an invoice when due, Cansultant may suspend all services until such inv~c~ is paid in full. If payment in full is not made sbm/ (53) days of the invoice date, Consut,~,nt may i:rezt such nonpayme~ ~s a material breach of ~ Agreement by the CIient and may terminate Agreement. :3. Cortsu~t shall Ferform ~ set. cos in a manne~' ~ w~ the ~ of care and sk~ ord--, ex~.rc~ed by member~ of ~ ~:~mc'Scing under similar :::~d~ons in the geographic ~ ~ a~ th~ time the ~ervices are performed. No v.~r-anty, ~ or g,~.r-.mt~, ex~. re:~ 4. Cortsu~'~nt shaJl sign certfflc:~ons only if ~ ~ tf~e fo~'n of such ~ prior t~ ~ ~ cf serek:~s, ~ provided such c~-Yi~n is limited to a statement of pr~fes:sior~ .ocr-J~n and does r'~ cor~stitute a w-~ra~y or guamme~, e:cpmss or 5. Ser,¢~c~ provided ur,der this Agreeme~ ir~uciL,%j ~ reports, hfcx-rr~dor~ or recom~ ~ or ~ by ~tmnt, are for the ~cJus;,ve use of the Client for ~e Pn:~-~:t specif'~l. Ne ccd,er use is authodz~ u~x~er tt~ Agreerr~nt Client w~ not d'~.,'t~ or ~ ConsuC~nt's re~rm or reccmmer'~a~ns t~ any other person or or~n~ii°n ~ than tho~e iderYd¢-~ in the Prc~ect d~s~'"iF4~on ~ ~s wdtt~ au~on. Client mieases Consu,~nt from ~ability ~ agrees to defend, indemnify and hold harmless Consu~nt from ~ a~d ~ c:~aims, ~bircJes, dama~ or arising, in whole or in part, from such unauthorized 6. Corrsu~nt's repons, boring k:~js, maps, fietd d~,, dmwin~;~s, test results amd ott-,er similar ~ ar~ instr~nec~ of professional settee, not pr~u,..~.. C~nsuit~nt reserves the right to copyright such ~; howe~, ~ coFy'fight is not intended to ~ the C[~"~'. s ~ of the. services provided -.'~de¢ this Agreement other than as described in pang, .'-zph 5. 7. Client will make available to Consuttaht all infon'natio~ re~_ rding e:dstmg co~itions, ir~uding t~ e~dsterx:e of hm.~roc,:.~ or dangerous materials, and pro,~sed uses of the Prcject site. Client will tr~ns.m~ immediately to Cor,~uttant any new i~formation that becorr~zs avai'ta~ ~ any change in plans. CIient releases Consu~nt from liability for any incorrect adv,, judgrr~nt or dec~sion ba~d on any ina~-u~'le in .form~.' ~ ~ Client. 5 othem,. Client t~ defend, indemnify and hold harmless Consutta~t from any and all claims, r~d~'lifies, derr~r~s or ~ ar~smg, ~ wr~me or [n par'~ man such information. 8. Client s,haJl secure ~ permission _r~-~?____ry to allow Consut'~nt's personr~ and equipmer~ access to the Pn:,~::t ~e at no cc~ to Consu~nt. 9. Cli~t s~,~JJ ~ responsible for correctly designating the iccation of ail prope~ lines of the Project s.~ and a~ subsurface inst2dtatJons, such as pipes, ~nks, c~J~iea, elec~l lines, telephone iines and u'diities within the Prc~t site, unless c~erwise agreed in writing. 1 0. Consul~'~ is not responsible, for the complet~ or quality of work that is deperx2~t upon or pedorrned by the C.,~t ~' t~ird parf. iea not under the direct~ ~n~'c~ of Consut'~nt, nor is Consultant .responsible for their acts or omiss~-~s or for any dama~ resulting there.. 1 1. Neither Client nor any c~er person may ~ or modif~ ~s work prc~lu~ without C.4~c:su~s w~ aud~:,r~tion. Ct~nt reieeses Consu~nt from [bJ:41?b/a~ ag~ to defend, indemnffy ~ hold harmless ~nt from any and a~ c:~'r~s, ~, dama~ or e.x~.,s~s ~rising, in ~,,-kOte or in pa~l:, from such unauthorized c;~',,ges~ or 12- C~t w~ any ciaim a~nst ~ttant a~ a~rees t~ defend, indemnify and hotd ~ ~ from ~ and all claims, iiabii~es, ~,mag~ or ,e.~q~enses, including but nc~ timi~ed to de~y of the Project~ reducSon of property value, fear of or ~.~-~a~ .e.'qx:sum m or release of toxic or h~-.'-zrdous sub:stances, and any co~.sequentiaJ da. rT~ages of whatever r'~%~, which may arise direot~ or indirect~' as a reset of the se~ces provided by Consu~m under this Agree_merrt, u~tess such injury o¢ loss is caused by the sc4e r~ligec, ce or wi'dful miscond:.~ct of ConsuJtar~. - doI~a,'~'[~....~,000) or ~ amount of Corfu ~ ' '. · ' ~ on this Pr-c~L, wi-~her provided und~ ' ' .......... ia'don Eifl'~' ma dema~ rr~"~ ' servin a wfftten not~ 14. ~J[ dis2~rtea betwee~ Consu~ and Ci~nt s~he~ be subject to hOn.-bit, ding med~ ' . party y b-~ g s~-t~ng the e~er~-~ r~ture of the. dispute and ~ amo~r~ of time or rnor~ c~aJmed, and requiring t~t the me:~t~ ~ w~n ~ (53) days of service af notice. The mediation shall be administered by the ~ Arbiba~of~ As~,oc.;'~n or by such ~ ~ or ~i2at~ a~ the pacJes may agr~ upon. No acS~ or suit ma7 commence untes~ the mediaSo~ do~s tx:4 ~ccur wfthin r~nety (90) days after ~ of not~, the med~-t~ c~_---_.~ed but did not resoNe the d~pute, or a s~tue of limi'~tion wou~d eb, pse if suit was not filed ~ to sixty (53) ~ after se~ce of rx:~. 15. Consu,~nt is protected by Workers' ~ Ir:surar~ce, EmF, loyers' [..ia~'iity Insurance, ~ LJaJ:~Tr~ Insurzr~e and Automobile Liabii~ Insurance for bodily injury and proF~['y damage and will fumistl evidef~:~ th~-esf u~ request. Cof'~ _L~'~_ m-,~s the risk crt' damage, to its own supplies and equipmenL 1 ~. Client s~all be resporrsib~ fc~ jobsite safety, e~=~pt for Cor~s employees, subcorrb-~ors or 17. Al4 samp~ shall remain t~e prope~ of t~ Client, a,'x:l Client sha~ be responsible for a~ ~ pay for the removal and b'wfuf dis.:x~al of sam.~s, m.-.~ngs and ha.z~-~ m..~tedais, unless otherwise agreed in wrifi~. If apprc~date, Consu,~'~t ~ ~ sempi~s obtained for the PrcCpot for ~ Ic~jer than ~ (53) days after the iss4.~ance of any. ~ that inc!udes ~ da~ ot:tair~d from ttx~e ~. 18. Cti~it soie~ shall be res,p~-~Jb~e for rx:~ying all ~f:r'opr'~e municipal, r~ionaJ, state or federal agents a~ ~ ~ pf the existence of --ny ,ha.z~rd~:c.~ or ~ materials ic=~ed on or i~ the Project site, or discov~ dudr~ the l:~formance of this Agra~ner~ as may be required by such agencies. 19. in the ev~t Consultant's work is ir~f"rupted due to de~ays ott~e¢ than ~ ceL_"~d__ by Cor:s4.~a~ ~ shall be com~ed eq. uff~bfy (~ased on C.~u~s m.,~rmrrt Sch~ute of Charges) f~r ~ ~ tabor or othe~ charges ass4x:~ed w~h ~ ~ wor~ for.c~ for Cliem's dung tt~ d~ay, or at ~ ~ of t~ Client, for ~ ~ by ~ for de~b~i~:~n and ~ r~r~xT~. 20. If, dum'~ th~ cc~rse of pedon'na~ce of this Agreerne~, cc~-~;t2:~:s or c~'~m.s¢~c~s a~ _'.,5~_ _-_-'~ed wh~ ~ not c=x~tem.~aled by C~su~aht at ~e com~ of this Agr~me~ ~taht ~ ~ C~lent in writing of the new~ ~ ~ or ~, ar~ Client and Consuttant shall reneg~e, i~ good fail~,, ~ term~ arid conditions of tY~ Agreer~-~ If ¢ terT'r~s and ~ ~ be ~ upon w~in thirty (30) days after notice, Consut'-~t may terminate this Agreemem and be com~ undo' paragraph 21 ~ this AgreerrenL 21. This Agreerne~ may' be termir~ed by ~ ~ ~ ten (10) days written notice sent first c~ass mai, return recede requested. In ~'~ eveht of a tei~ir~, C~'~t shall pay for aJ~ re~,oriabie ch~r~ for work perfcxq'ned ~ ~ by ~ ~ ~ ter~ (I 0~) ~Y after mailing the :/ EXHIBIT A SCOPE OF SERVICES AND SCHEDULE 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. Consukant 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 PER KLEINFELDER BAY AREA 1999 FEE SCHEDULE DATED 1/99 Exh/bit A Page 1 of 1 EXHIBIT B PAYMENT 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 City's 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 Consukant 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 Igl,EINFELDER BAY AREA 1~ FEE SCFIEDULIg i~OR EN-VIRONlVEE~ AND GEOTECttNICAL/M.&TERL4J_,S TESTING SERVICIgS PROFES$ION~ STAFF RATES* Professional ................................................................................................................................. St, afl Profemaional ............ Senior St:iff Professional ............................................................................................................. Project Professional ................................................................................................................... Project Manager ........................................................................................................................... Senior Professional ...................................................................................................................... Senior Project Manager .............................................................................................................. Principal Professional ........................... : .................................................................................... Senior Princ~palW=xpert Wimess .............................................................. , ................................... Program Manager~enior Consultant. .......................................................................................... Senior Program Manager ............................................................................................................. 85 1 hour IOO / hour I10/hour 120 / hour 125 / hour 135 / hour 150 1 hour 170 / hour 290 / hour 185 / hour 205 / hour ADMiNISTRAT~cltNICAL STAFF 1RJkTES Administrative\Word Processor .................................................................................................. Tec.haziciam ........................................................................... i ...................................................... Associate Technician ............................. ~ ...................................................................................... Senior Technician ....................................................................................................................... Supervisory Technician ............................................................................................................... Draftsperson ...................................... , ........................................................................................... CADD Operator .......................................................................................................................... Minimum Charges For Office Time Per Day ............................................................................... $ 58 / hour $ 57 / hour $ 67 / hour $ 79 ! hour $ gv / hour $ 68/hour $ 7l~ / hour One Hour at ApplJcablc Rate Al~plies to all professional mte_q including but not [imited to civil, mechanical, chemical, eteetrleal, geotecimical and envkon_mental engineer~; industrial hygienists; geologlzts; hydrogeologism; hydrologist~; and computer specialists. 90-SAC'kLD-~MICO\PRIX/ATEk1999kFgEkI2AYt:gtg~O-B99' 4 (Rc~[scd 1/99) . E1N-VIRON1VIENTAL SA1VIPLI~G AND TESTING EQUIPlVfENT SOIL AND WATER Acoustic Water Level Indicator ................................................................................................... $121.00 / day Air Circulating Fan ...................................................................................................................... $ 2 [.00 / day Air Compressor (3 - 10 cfm) ...................................................................................................... $1 I0.00 / day AnalogThe.'-mometer* ................................................................................................................ $ 16.00 /day Bailers .......................................................................................................................................... 5 47.00 / day Bat Probe ...................................................................................................................................... g 42.00 / hour Bed Load Samplers Hand-Held Low Flow ........................................................................................................... ' $ 58.00 / day High Flow with Stucpensioa System and Winch ................................................................... $ 95.00 / day Brunton Transit* ........................................................................................................................... $ 16.00 ! day Centrifugal Water Pump' ............................................................................................................. $ 79.00 / day Chrisw Box ................................................................................................................................... $100.00 / each Concrete Bags - 50 Lbs ................................................................................................................. $ 6.30 / each Conductivity, pt-I, and Temperature Monitor ............................................................................ $ 53.00 / day Conducflvity-]~ased Water Level Indicator ................................................................................. $ 53,00 t day Current Meter/Flow Measurement Equipment ............................................................................ $ 95.00 I day Diaphragm Surface Pump .......................................................................................................... $ 84.00 / day DigitaI Thermometer* ................................................................................................................ $ 16.00 / day Disposable B~ilers ........................................................................................................................ $ 1 fi.00 / each DiStilled Water ............................................................................................................................ $ 2.65 / gallon Groundwater Sampling Truck/Trailer ...................... '2 .............................................................. $ 79.00 / hour (Complete with generator, air compressor, sampL pumP ~nd reel azsembly, ~team cleaner and water tank, water level indieaeor, condu~ivity, pH and zemperamre monitor, bailer) 4-hour minimum Hand Auger and Soft Sampler .................................................................................................... $ 68.00 / day Iffermit i-Iydrologie Monitor ........................................................................................................ $ 546.00 / day Hydrogen Peroxide Tes~ K~ ......................................................................................................... $ 6,30 / hour Inte,,-fac~ Probe (oiL/water) ........................................................................................................... $ 63.00 / day [seo Composite Water Sampler Unit .......................................................................................... $17g.00 / day isco Bladder ................................................................................................................................ $ 26.00 / each I~¢o Flow Recorder ..................................................................................................................... $ 126.00 / day L~veI or Trmasit and Rod .......................................................................................................... $ 95.00 / day Line/Cable Locater .................................................................................................................... $105.00 / day Lo¢lc~ ............................................................................................................................................ 5; 7.40 / each Lysimeter Sampling Equipment ................................................................................................... $ 37.00 / day Mason Sars ................................................................................................................................. $ 21.00 f e,~.se Me~urlng Wheel* ........................................................................................................................ 5; 16.00 / day Merci Detector~ ........................................................................................................................... $ 16.00 / day biIeage, Rotmcl T~p ............................................................................................................... $ 89.00 ! day Peristaltic Pump ......................................................................................................................... 5; 79.00 / day Personal ComPfBa~ic Soft Sys ..................................................................................................... $ 16.00 / hour pM Meter*. ................................................................................................ : ........................... $ 26.00 / day Photo Ion;~Hon De~eetor ............................................................................................ :: ............ $16g.00 / day Pipe Cutter and Threader* ...................................................................................................... $ 26.00 / clay Pormbte Air Compressor* ........................................................................................................... $ 26.00 / day Portable Oen~rtor* ..................................................................................................................... 5; 42.00 / day Portable Generator (l.5 to 4 kW) ................................................................................................ $ 95.00 / day Portable Gcmerator (greater ffaan 4 kW) ....................................................................................... 5; 120.00 / day Power Inverter* ............................................................................................................................ $ 21.00 / day Fump Bladdem ............................................................................................................................. $ 74.00 / z=ch QED Filters .................................................................................................................................. g 21.00 /each Kange Fmce ............................................................................................................................... $ 16.00 / day Sample Transfer Vessel (filter) ........................................................................ v ........................... $ 2:1.00 / day Sampiir~ Kit ................................................................................................................................. $ 16.00 / day Steam Clemaer (0.5 to 2 gpm) .................................................................................................... $120.00 / day Stcvcn~ Wa:er Level Recordera ................................................................................................... - $ 53.00 / day Weekly a.~d monthly ratag available upon eequ~t. 90 -SAC'kLDAMICO'~P R.IVATE\ 199~'~FI!~E'~AYFE~)-B 09~En¥- 1 '(Kc'¥L~ ;/97) ENWIRONMENTAL SAMPLING AND TESTING EQUIP1V[ENT (Continued) Smmg: Tnnk= 500 gallon ............................................................................................................................. $ I6.00 /day 2,000 gallon .......................................................................................................................... $ i6.00 / clay Su-~l~=nded S~dimonr S~ple~ DH4R H~d-Held ~w Flow ........................................................................................... $ 63.00 / dzy ~9, D74 High-Flow wi~ $~ion System ~d ~nch ................................................ $ 94.00 / d~ S~ge S~mpler ......................................................................................................................... $163.00 / dgy Tmiler-Mo~t~d 4-~ch Subm~ible Pump and Re~l ~sembiy ................................................ S 37g.~; ~y T~ducer ~d SEI000 K~ord~r ............................................................................................... - $ 242.00 / day $ 915.00 / w~k Variable Voltage Supply* ............................................................................................................ $ 26.00 / ~y W~ki~ Tat~: S:t~ ....................................................................................................................... ~ 26.00 / day Well D~veto~m~nt Took _, .......................................................................................................... $ 63.00 / day AIR AND GAS IKate/Da¥ P~tedlvlonrh Absolute Fh-e~are Transducer ..................................................... $ 25 $ g4 $ 260 Bacharach Oo Combu.~-tible Analy~r ......................................... 42 I26 4 I0 Barhole Pun~ .............................................................................. 21 58 142 Barometer .................................................................................. 16 47 136 Calibration G-aS .......................................................................... 8.50 ,, 26 6g Cal~ration Gas Regulator ........................................................... 8_50 26 79 COmbustt~le G~ Analyzer ......................................................... 63 220 672 Differentlai Pr~sure Transducer ................................................. 26 94 275 Dracgcr Qum2~im~tcr ................................................................... 126 430 1.335 Dmeger Tribes ......................... : .................................................... 16 each 'm Dual Ambt~nt An' Sampler .......................................................... 6g 205 735 Field O~s Chromatograph ............................................................610 2,440 6.720 Fyrite CO-2 or 02 Indicator .......................................................... 16 37 120 Cms Chror~ato=m=~ph (office) ......... , .............................................. - 74 Gax Production Curves ................................................................ - 430 Integrated Sm-Face Sampler ......................................................... 42 126 410 Irromemr ..................................................................................... 8.40 26 74 Km-z Velo¢i.,:y Meter .................................................................... 26 95 273 Magnehelic Gauge ....................................................................... 16 47 137 Moisture Meter .......................................................................... 16 47 137 Nalgene Hand Pump .................................................................. 21 63 200 02 Analyzer ............................................................................... 75 250 725 Organic Vapar A.nMy2~er or l~hotoioni~fion Detector ................. 195 590 2,050 O~ani¢ Vapor Analyzer wi~ Strip Chart Recorder .................... 220 610 2,320 Orifice Plate ............................................................................... 26 79 273 Pirot Tubes ................................................................................... 16 48 136 Portable Braitsford Pump or Equivalent ...................................... 37 110 357 Slack Tube Manometer ................................................................8.50 26 74 SoUnd Level Memr ...................................................................... 53 S~p Chart Recordc'r (dual pen) ................................................. 2I 6J 200 Strip Chart 1K=cord=r (Mngte pen) ................................................ 21 63 200 Submersible Pump O") ............................................................... 84 Tedlar Air Sample Bag ...............................................................37 each - Te~ Skid ...................................................................................... 336 1,165 3,710 Test Trailer .................................................................................. 400 1,450 4,400 Vibration An~yzcr ....................................................................... 68 - Voltmeter ...................................... : .............................................. 8.50 ')6 68 Wind Speed and Direction Indicator (one system e~ch) .............. 410 1,450 each run each run We:Ely and monthly rates available upon request. 90 -S A O, LDA M [C O\P R~VATE'M 999~ b_. ~,.~ A~, ~- ~=9~-1~ 90-g_nv-2 (t~ev~ed MONITORING WELL INSTALLATION MATERIALS* Cam~ng, Blank $clleduie 40, Pvc wi~ Throned Joints 10-foot lengths ....................................................................................... Casing, BIank Schedule 40, PVC with Threaded Joints 5400£ lengths ......................................................................................... Cuing, Scmen.~. 0.02-inch Slots, Schedule 40 PVC with Threaded Joknts, 10-foot lengths ............................................................ Casings, Screcn~, 0.02-inch Slots, Schzdul" 40 PVC with Threaded Joints, 5-foot lengths ............................................................. Casing, PVC Plug ......................................................................................... Casing, pvc Cap .......................................................................................... Sand, 100-lb bag .......................................................................................... Bentonite Pellets, 50-lb bucket .................................................................... Drums Granulated Bentonite, 50-1b sack. Oround Pump and Conu-oller ......................................................................... Cement/Bentonit~ Slurry ............................................................................... Security Tops ................................................................................................ Br?-ss Tubes .................................................................................................. * Quotario~ on prices for PVC well casings greater than 4-inch diameter and other materials (~minI~ steel, etc.) provided on request. 2-inch 4~inch S 7.40 / foot $ 16.00 / foot 8.50 / foot $ 21.00 / foot $ 8.50 / £oof' $ 21.00 / foot 9,50 / foot 8.50 / each 16.00 / each 32.0fl / bag 120.00 / bucket 55.00 / each 53.00 / sack ,ooo.oo / month 142.00 / cubic yard 242.00 / c~ch 8.40 / each _31.00 / foot 27.00 / each 37.00 each HEALTH AND SAFETY EQUIPMENT Portable Personnel Decontamination Trailer ............................................. Per$onne! Air Sampling Pump ...................................................................... Bo~hole VenTilation System ........................................................................ Level B Protect/ona ...................................................................................... Level C Protection" ..................................................................................... Level D ?rotecfiona ...................................................................................... Limited Level D Protectiona ......................................................................... a Chin-SCS for each protection level are based on dry work condkions and use of uncoated PVCJnitrile./neopren~ gloves. A nominal charge for wet work conditions requiring coated or special chemical resistant coveralls (i.e. Saranex) and gloves (i.e., Vkon) may be added. 262.oo / day 95.00 /day 200.00 / day 263.00 / day / person 168.oo / day / p¢~on 48.00 /day/person 38.00 / day / person SPECIaKL NIEDICA3L SI31~VEELLA_NCE COSTS Baseline physical co,'ts are covered by thc company; however, project-specific medical tests wLlt bc charged at cost, plus 20%. OTFrER EQI3IPiWlENT CItARGES GEOPHYSICAL EXPLORATION EQUIPMENT SeisraoE, raph, Single Channel Bison Model 1570C orN-trnbus Model ES-125 ...................................................................................................................... $189.00 /day Seismograph, Twelve Channel Nimbus Model ESI2IOF ......................................................... $ 495.00 /day Resi~Swity Meter, Bison Model #2390 ........................................................................................ ' ~ 165.00 /day Soil T~ Model K~0C ........................................................................................................ $135.00/day Megger ~'T~er ............................................................................................................. ' ~ 105.00 Ma~etometer, Pebble Proton-Oeome~i~ Model 6816 .......................................................... $190.00 /day Ele~a-omagnefics ......................................................................................................................... Terrain ConduetivRy Meter Geonic~ Model EM 31 ...................................................................... k ................................... Downhole Shear Wave Velocity Measm-em~nt Blase arid ¥ibFation Monit~G V'M-I00 (Normal act up and takedown) ........................................ Slope Indicator (4-hour minimum) .............................................................................................. Pneumatic Piezometer Indicator Sin¢o Model 5141 I-A .......................................................................................................... · Sealed Double PJng Infiltrometer T~st Equipment ..................................................................................................................... 220.00 /d~y 200.00 /day On Request 400.00 /day 47.00 /hour 80.00 /day Ca Request VEHICLEs Vehicle, 2 Wheel Drive ............................................................................................................... $ $.50 /hour V=hi¢!e, 4 ~:~ Drive .............................................................................................................. g 16.00 ~our ~eage, 2 ~eel Drive .............................................................................................................. $ .53 /~le MiI~e, 4 ~eel Drive $ 1.05 /mil, Vehicle Equipped wi~ gmd~ Field T~g ~uipmant ........................................................ $ 16.00 ~our Vehicle Equipp~ wkh Nuet~ DemiW T~g Equipment ....................................................... $ 21.00 ~ow Vehicle 5quipped wi~ Ul~onic, M~fi; P~icl=, and Dye Penemt Tcsthg Equipment .................................................................................. $ 21.00 ~o~ Utili~ T~iler ............................................................................................................................... ~ 37.00 /day Hy~ulic'H~d L~ ..................................................................................................................... g 32.00 /day OFFICE EQUIPMENT 19£icrocompurer, basic softveare sy~ten~ and supporting hardwm-~ .................................... : ......... g 21.00 /hour Mainframe Compu~r Time-Sharing (per CPU minute) .............................................................. $ 9.00 /minut~ Camera and Film ........................................................................................................................ $ 21.00 /week Computer Connec~t Tima ............................................................................................................... S 7.50 /hour Di~k Storage (per megabyte) ....................................................................................................... $ 74.00 /month Environmental Information Managemcm Systam $ofa~am Surcharge ....................................... $ ' 16.00 /hour Project Management and CPM Soft-ware Surcharge ................................................................. i 16.00 /hour Reproduction ............................................................................................................................. $ 0.50 /page Telephone .................................................................................................................................... $ O.fi0 /minute Facsimile Copies ........................................................................................................................ g 2.50 /page Report Surcharge ................................................................................................................... I; 37200 /copy Large Format Drawing Copiea, 20-lb Bond .............................................................................. $ 2.65 /~q ft Large Format Drawing Copies, Erasable Vellum ...................................................................... $ 3.70 tsq ft Large Format Drawing Copies, Preci$iou Trim ........................................................................... $ 1.60 leach Mylar Reproductions .................................................................................................................... $ 16.00 l~heet Autocad Drafting, Hardware and Software ............................................................................... $ 32.00 /hour Autocad Drawing Plots ................................................................................................................ $ 1.60 /minute Vide~ Camera .............................................................................................................................. g 74.00 /day 9° 'SAC'~ LD A-M t CO~n PJVATEM 9~9%FEE~ AY ~' ~'~ ~ 0-1~'~-~nw4 (gevked GEOTECttNIC~TE~2kLS TESTING EQUI['PNfENT CI:tARGES MATERIAI.,S TESTING EQUIPlVlEI~I' Skidmore Wilhelm ~lok Ten,ion Calibrator ............................................................................... $ 42.00 / day Torque Wrench ............................................................................................................................ $ 42.00 / day $chmid[ Hammer .......................................................................................................................... $ 68.00 / day R Meter (Pachometer) ................................................................................................................... $ 68.00 / day Windsor Probe ............................................................................................................................. $ 21.00 I shot Anchor lBolt Te~ting De¥ic~ ......................................................................................................... $ 136.00 / day Concrete Vapor Transmission T~st Kit-Floors & Slabs ......................................................I'(MA $ 58.00 [ test Thin Lif~ Nucleai' Asphalt Gauge ................................................................................................. - $ 74.00 / day Nuclear Asphalt Content Gauge ................................................................................................... $ 73.00 [ day Coring~Machine w[~Orener~or ................................................................................................... $ 147.00 / day Ftoorrlamess Testing, Doric ....................................................................................................... $ 95.00 / day DiamOnd Bit Core Barrel Charge Asphalt Concrete 2' Diameter. ....................................................... $ 6.00 / inch .............................................. $ 3" Diameter ........................................................ 5; 7.50 / inch .............................................. 4" Diameter ........................................................ $ 9.00 / inch .............................................. 6" Diameter ........................................................ $12.50 / inch .............................................. $ i" Diameter. ....................................................... $15.75 / inch .............................................. Minimum bit charge-6" per job or Masonry 4.75 / inch 5.25 / inch 6.30 / inch 7.50 / inch 10.50 / inch SOIL AND AGGREGATE TESTS CO1VIFACTION CURVES Standard 4" Mold ............................................................................................... D-695 Method A $ 1611.00/each Standard 6" Mold ........................................................................................... D-698 Method lB, C $ 189.00/each Modified, 4" Mold ........................................................................................... D-1557 Method A $ 168.00/each Modified. 6" Mold ....................................................................................... D-1557 Method B, C $ 178.00/tach California tmvact, Dry Method .................................................................................. CAL-216-F $ 189_00/each California Impact, Wet MerJaod ..................................................................................... CAD-216 $ 147.00/each Check Point_ .................................................................................................................................. $ 105.00/each Relative Density (Maximum and Minimum) ...................................................... 134253 & 4254 $ 273.00/set SOIL AND AGGREGATE STABILITY K-Value, Untreated Material or field Sample ............................................................... CAL-301 K-Va/ur, l~cpmportioned or Chemically -Treated ....................................................... CAL-301 Correction for oversized material in -~amp[e .................................................................. CAL-301 C.B.R. 100% Compaction (Includes compaction curve) .................................... D-1883, T-1 g0 C.!B.IL Other Compaction E~ort (In~Iude$ compaction Soil Cement, C.T.B., Mix D~gn ................................................................................................ C.T.B. Compr=sion Test, (Includes Preparation) ......................................... D- 1633, CAL-312 Lime-Treated Comprea~ion Teat (In¢lud~ Prepm-ation) ............................................... C_.~J.-373 Ch~k Point .................................................................................................................. CAL-373 Cement-Treated Compression Tes~ .................................................................... PCA EB052.06S $. 220.00/each $ 265.00/each $ 63.00/each $ 515.'O0/each $ 672.00/each On Request $ 79g.00/each g 795.00/e~ch $ 220.00/eacl~ $ 525.00[ each BASIC SOIL AND AGGREGATE PROPERTIES Sieve Analysis, Coarse and Fine Including Wash .............................................................. C-136 $ 116.00,' each Sieve Ana[y~:i~;, Coarse (Retained on No. a Sieve) C-136 $ 6g.00/each Sieve Analysis, Fine Including Wash (Passing No. 4 Sieve) .............................................. C-136 $ 100.00/each Sieve Analysis, Wash (% Finer than Ilo. 200 ~i¢¥e) .......................................................... C-117 $ 68.00/each Hydrometer (W~thout .Sieve Analysis)..., ............................................................................ D-422 $ i_37.00/each Hydrometer (-[ncluding Sieve Analysis) ............................................................................. D422 $ 205.00/' each Specific Gravity ......................................................................................... (2-127, C-128, 12-854 $ 79.00/each Sand Equivalent, Average of 3 ............................................. : ........................................ CAL-217 $ 89.00/each Sand Equivalent, One Point Method ............................................................................................ $ 74.00/each l~l~ti¢ity Index ................................................................................................................. 1D-4318 $ 13g.00/each Liquid Limit ..................................................................................................................... D-4318 $ $9.00! each Exp~ns~oa Index Test ..................................................................................... D4529, UBC lg-2 $ 136.00/. eacl~ Swell Pressure. Per Point ...............i ...... : ....................................................................................... 5; 84.00/each Moisture Determination and Unit Weight ............................................ I%2216, D-2937, D-4643 $ 42.00/ Mois£ur¢ Determination Only ............................................................................. D-2216, D.-4643 $ 21.00/each Resistivity. of Soil (Laboratory Mm-surement) ................................................... CAL-532 or 643 $ 135.00/each 9 0- SAC'~ L D A~M 1CO\P/~I YATEX l ~JOht~EE~BAYF EE99-B~:J43 ~o- [ (Revt.~eti pH Test (Laboratory Mcasuremen0 ............................................................................. EPA-904$ $ 47.00/each pH Tes% Lime Treated Soils ............................................................................................... C-977 $ 90.00/each Organic Content-Soils ...................................................................................................... D-2974 ~; 84.00/~ach Pinhole Test for D~sversive SoiI$ ..................................................................................... D-4647 $ 210.001 each Dielectric Constant ....................................................................................................................... $ 50,00I each HYDRAULIC CONDUCTIVITY Flexible Wa/L, Fa/ling He. ac] ................................................................. D-50S4, EM II10-2-1906 $ 315_00/each Rigid Wa.Il Permeability of Undisturbed Sample, up to No. 4 Sieve Size ................................... $ 1Sg.00l each Rigid Wall, Constant Head, Gravel ............................................................................................. $ t58.00! each SAIViPLE PREPARATION Trimming ................................................................................................................................... $ 48.00/ R_emoldins .................................................................................................................................... $ 6~.00/esch Splitting ........................................................................................................................................ $ 47.00/ Mixing and Froc~ssin~ ......................................... ; ....................................................................... $ 55.00I hour SI-LEAR STP. ENGTI'I AND CONSOLIDATION TESTS Uu¢onf-med Compr~zion, Including Mo~ture ConWnt and Unk Weight ............................................................................................................... D-2166 $ 95.00/each Tfimcia/Compression Test Quick Per Point ..................................................................................................................... $ 121.00/point UU Sa 'rotated ........................................................................................................... D-2g$0 $ 200.00/poL~t CD Satm~ted ............................................................................................. EM-1110-2-1906 $ 303.00/.point CU Saturated ........................................................................................................ 'L.. D-~767 $ 240.00/point CU S~rrated with Pore Water Pressure .................................................................... D-4767 $ 347.00/point Direct Shear (Quick) Per Point [Dry) .............................................................................. D-3080 $ 100.00/ Direct Shear (3 point staged test) (Saturated) ............................................................................... $ 265.00/each Dire~ Shear ('Keaidua/) Per Point (Sarura~c0 ............................................................................. $ 105.00/point Got~oHdation, With Two Time Rates ......................................................................................... $ 340.00/ Constant Ra~ o£Strain Consolidation, With Time Rate .................................... , ............. D-4186 $ 525.00I test ConsoLidation, Without Time Rate, Six Load increments ................................................ D-2435 $ 262.00/test Colt.~ps¢ Potential ......................................................................................................................... $ 95.00/each Note: Speclal re~ting procedures that devlxte from standard will be charged on a time and exTens~ basis. AGGREGATE QUALITY In~rious Organic Matter ................................................................................................... C-40 Ab=orptlon, G ~w! ............................................................................................................. C- 127 Absorption, Sand ................................................................................................................ C-128 Unit Weight, Average of 3 ................................................................................................. C-29 Unit V~'eigh% One Poin% Method .......................................................................................... C-29 LOS Angeles Abrasion Test-SOO Revolu6ons .................................................... CAL-211, C-131 Los Angeles Abrasion Te~-1,000 Revolutions ................................................. CAL-21 I, C-535 Sulfate Soundne~ (5 Cycles) Per Sieve Size ....................................................... CAL-21a. C-gg Mortar Matting Properties of Sand (2 .~ges) ......................................................... CAL-$15, C,$7 Potenria/F~acr/viry Test ..................................................................................................... C-289 Cleanness Text ('K~fer~ T~t) ....................................................................................... CAL-227 Crushed Particles on Sieved Smmple. ................................................................. CAL-20f, D-693 Flat mhd Elongated Par'dclc~ on Sic~cl SampI¢ ................................... D-4791, CE-119, CE~I20 Clay Lumps and Friable Particles ....................................................................................... C-142 Lib~htweight Pi~c~s in Aggregate ........................................................................................ C-123 D~mbility, Fine ............................................................................................. CA.L-229, D-37~.4 Dtrrabiliry, Coarse ........................................................................................... CAL-229, D-3i44 Durability Index, Coarse and Fine ................................................................... CAL-229, I)-3744 53.00/each $3.00/each 79.00/each 89.00/test 58.00/each 142.00/each 1115.00/each 89.00/each 357.00/each On Kcqu~t I31.00/each 131.00/each 131.00/~ach 95,00/eac,~ 210.00/each 105.001 each 158.00/each 235_00/test 90- SAC'NL.D~M I C O\PKI VATEM 999%FEE~AYFE~'9-B 9~43co-2 ('R~visc.~ I~9)' CONCRETE Concrete Mix Design Review ....................................................................................................... Laboratory Trial Batch, Including Compression T~ring of Six Specimen ................................ Concrete Cyllnder Cur~ and/or Compression To,xed ......................................................... C-39 Compres~on Test, Lightweight Insularing Concrete .......................................................... C495 Unit Wei~,ht of Concrete Cylinders .................................................................................... C-138 Flexural Strength, Concrete Bm ........................................................................... C-78, C-293 Compression Te~t, Gunite/Shotcrel~ ............................................................................................ Compression Test, GuniteJShotcrete Panel, Set of 6 Cores .......................................................... Compre=aion Test on Cored Specimens (Includes End Preparation) .................................... C.2.2 Cylinder Mo Ids ...~ ....................................................................................................................... Drying Shrinkage Test, set of 3 ......................................................................... G-157, CAL-53O Modulus of Elasticity of' 6" x 12" Concrete CylLnder ......................................................... C--469 Splitting Tensile Strength .................................................................................................. C496 Cement Content of Hardened Concrete ................................................................................ C-85 Dermity of Spray Applied Fireproofing ............................................................................... E-605 Unit Weight of Lightweight Concrete ............................................................................... C-567 Concrete Permeability ................................................................................................ CRD-C-4 $ Mortar Bar Expansion ......................................................................................................... C-227 Does not include coring $ 185.00/each $ 525.001each $ 23.00/each $ 47.00~ each 51 47.00/each $ 90.00/each $ 58.001each $ 205,00/set - $ 53.00/each* 51 2,70/each $ 370.00/each 51 210.00/each 5; 68.00/each On Request 5; 63.00/each $ 63,00/each $1165~00/each $1165.00/each MASONRY Grout or Mortar Specimen Cured and/or Compression Tested .............................. C-579, G-1019, C-780, C-942, C-I09 Compre~slon Test, Masonry Unit~ ....................................................................................... Cl40 Comwes$ion TesL 8 x g x 16 Prisms or ~maller. ............................................. UBC 24-26, E 447 Compression T,~t, 10 x 8 x 16 Pri~m~ or smaller ............................................ UBC 24-26, E 447 Compression Test, I2 x 8 x 16 Pri~m, or zrnaller ............................................ UBC 24-26, E 447 Absorption and Received Moisture, Masonry Unit .............................................................. C140 Lineal Shrinkage, M~om'y Unit= ..................................................................... C-426, or Title 2I Compression Stroh=qb, Brick ............................................................................................... C-67 Modulus af Ruptum~, Brick ................................................................................................... C-67 Absorption Te~q lgrick, 5-~our with Coefficient ................................................................ C-67 She~r T~t on Masonry or Brick Cores .......................................................................... CAL-644 Grout or Molar Mold ................................................................................................................... Br~xklng Load, Roof Tile .......................................................................................... UBC 32-12 Absorption, Roof Tile ............................................................................................... UBC 32-12 PermeabiI[ry, Roof Til~ ............................................................................................................... 2.3.00/each 53.00/each 84.00/each 95.00/each 105.00/each 63.00I each 142.00/each 52.00/each 63.00f each, 78_00/each · 84.00/each 2.65/each 37.00/each 63.00/each 105.00~ each ABI=HA_UT Specifica~on Test~-AK Grades ..................................................................................................... -Liquid Asphalt Grades ........................................................................................................ -Emul,ion, ............................................................................................................................. Other Asphalt Tests ..................................................................................................................... Centrifuge Kerosene Equivalent ................................................................................... CAL-303 Extraction, % Bitumen .................................................................. D-1856, D-2172, or CAL-310 Extraction, % Bitumen, with Gradation ........................................................................................ Film 5n'ipptng ............................................................................................................... CAL-302 Stabilometer Test and Mixing of Sample ...................................................................... CAL-366 Stabilometer Test, on Premixed Sample ........................................................................ CAL-366 Sw=tl .............................................................................................................................. CAL-305 Moisture Vapor Susceptibility, in Addition to Smbilometor ......................................... CAL-307 Complete Design of Wearing Surface for a Given Axphalt and Age-regard, t4veem or Mmhall Method ......................................................................... Marshall Stability and Flow-Set of 3 (Without Mixing) ................................................... D-1559 Marshall Stability and Flow-Set oi'3 (Lab Mixesr) ........................................................... D-I559 Superpave Mi:( Design - Preliminary Voids Analysis only ('PM_A) ............... FHWA SA-95-003 Supe~ave Mix Design (Excludes Binder or Agg. Qual. testing) ................... FI-IWA SA-95-003 On Request On Request On Request On Request 51 210.00/each $ 132.00/each 51 210.00/each $ 100.00/each $ 195.00/each 5; 131.00/ each $ 105.00/each 5; 210.00/each On Requext 294.00/set 378.00/~¢t $2,100.00f each $3,400.00/ each 90-SAC~LDAM I CO\PRIVAT~ [ 999\F~L!;tAYFEe't.~ -Igg0-Geo-~ (l~v}~ed 1A99) Unit Weight of Core or Compacted Sample ..................................................................... D2726 Moi~are Content (-Xylen¢ Reflux Metho~[) ...................................................................... D-1461 i~.ximum Dermity of Mi× by Nrm~hall Method, Set of~l (l,Vithotlt MBeing) ............................... Maximum Density of Mix by Hreem Method, Set of 3 (W~thout Mixing) ..... CAL-304, D-1561 Maximum Theoretical Specific Oravity (l~ice Method) ................................................... D-2041 Index of Retained Strength ................................................................................. D- 1074, D- 1075 Index of Retained Strength .................................................................. US Army Corps Method $ 42.00/each $ 19~.00/each S 173.00/set $ 175.00/set 5; 120.00/~ach $ 860.00/each $ 58g.00/each 1VEETALS Tensile, Up to 0.5'sq. in. Cross Sectional Area ............................................................................ 0.$ sq. in. to 1.8 sq. in. ........................................................................................................... Greater ~han I.$ sq. in ............................................................................................................ Bend Only .................................................................................................................................... Tensile ~nd Bend` Up to 0.5 sq. in. Cross Sectional Area ..................................................... Tensile and Bend, 0_5 sq. in. to 1.8 sq. in ..................................................................................... Tensile and Bend, Greater than 1.8 sq. in ..................................................................................... Pre-Stress Strand.% Tensile and Elongation ........................................................................ A-416 Pre-Stre~ Wire, Tensile and Elongation ............................................................................ A-421 Machining Costs ........................................................................................................................... Weight of Coating (Set of 3) ................................................................................................ A-90 Bolts, Nuts & Washers, Hardness, & Load Teem ......................................................................... Dow not include machining costa, if required_ S 63.00/each* 5; 74.00/e, acll ' On Request $ 31.00/each $ 74.00/each $ 84.00/each On Request On Requ~t On Request At Cost ~- 20% $ It0.00/set On Request ~VELDING QUALIFICATIONS-STRUCT~ STEEL (PI-I'~rglCAL TEST ME'I~OD-ASME, AWS, ,&PI, TITLE 2l) Operator Performance and Procedure Tests ................................................................................. On Request Machining and MateriM Cost~ ...................................................................................................... On l'(equest Labor~,xory Testing: ..................................................................... Guided Bend Test, face or root $ 42200/each Side Bend Test ....................................................................................................................... $ 42.00/each Free Bend Test ....... : ............. ~ ................................................................................................. ~: A2.00/each Tensile Test (reduced section) ............................................................................................... $ 74_00/each' Macroetch Test ........................................................................................................................ $ 6&00/each Fracture Test .......................................................................................................................... $ alT.00/each T Bend Test .......................................................................................................................... $ ' 63.00/each Notch T~r ............................................................................................................................. $ 53.00/each Fusion Qualification Te~ on High Pressure Polyethylene Pipe ................................. ~ ................ On Request Qualification tes~ also available by X-ray procedures ............ : ......................................... * ..........On Request Does not include machining costs, if required. ROOFING TESTS Standard Quantitative Analysis .................................................................................................... Weigh[ of Bitumen, Ply Stracmm Diagram Standard Qu~titative Analysis With Gravel ................................................................................ Inctud~ Weight of Gravet Qumu~itntiYe Ama[ysis ........................................................................................................ D-2829 Quantitative Analysis (New Roofs) .................................................................................. D-3617 Ua~t Weight of Surfacing .............................................................................................................. Unit W'eight o£gample ................................................................................................................ Dia*~am of Sample ....................................................................................................................... void AnaLysis .............................................................................................................................. Ply Type identification .................. : .............................................................................................. Mat Type [dendfication .............................................................................................................. Bitumen Sample R,coYery ...... : ............................................................................................. ...... Bitumen Type Identification (Softening Point) ............................................................................ Compliance Report ..................................................................................................................... Technical Photograph ................................................................................................................... Roof Moisture Survey .................................................................................................................. $ 153.00/each $ 185.00/each 265.00/each 185.00/each 79.00/~ach 74.00/each 7[}.00/each 79.00/each 55.001 each 58.00t each 210.00/each t42.00/each On Request On Request On Reques~ 9g-SA C~LDA MI CO\PRIVATE'x 1999'ff:EEX, BAYFEE99 -B99-.Geo-4 ('Rcvis~ 1/99). TIMBER h4oi=ture Content Me~.3ur~mcnt3 ................................................................................................. Strip Tension Test ......................................................................................................................... Truss Load Test ........................................................................................................................... Shear Test ..................................................................................................................................... Qualification Test For Adhesives ................................................................................................. Face Joint Bonding Test ............................................................................................................... End Joint Bonding Test ................................................................................................................ OTItlgR EQUTPMENT Ctt_&RGES $ 21 each,~- technician's hourly rate $ 95 each, + machining On Request On Request On Request - On Request On Request GEOPI-F~$IC.&L EX~LOFo%TION ]gQUIFihTE1NT Seismograph, Single Channel Bison Model 1570C or Nimbus Model iES- 125 Seisrnograph~ Twelve Channel 'Nimbu, Model I~S 121 OF Resistiv.ity Meter, Bison Model #2390 ........................................................................................ Soil Test Mode! R-40C ........................................................................................................ Megger Earth Tester ' ' Ma~etometer, Portable Proton-Geometr/cs Model 6816 ' Elec:romagmet[cs .......................................................................................................................... Tercain Conductivity Mater Geonics Model EM 31 ........................................................................................................... Down.bore Shev. r Wave Velocity Mmasurement Bio.st and Vibration Monitor, VM-100 (Normal set up and takedown) ........................................ Slope rndicator (4-hour minimum) ............................................................................................... Pneumatic Piezometer Inflicamr Sinco Model 51411-A ........................................................................................................... Sealed Double Ring Infiltrometer Test Equipment ...................................................................................................................... ¥~EHICLES Vehicle, 2 Wheel Drive ............................................................................................................... Vehicle, 4 Wheel Drive ............................................................................................................. Mileage, 2 Wheel Drive ..................................................................... : ......................................... Mileage, 4 Whe¢t Drive .............................................................................................................. Vehicle Equipped wPda Standard Field Testing Equipment .......................................................... Vehicle Eouipped with Nuclear Density Testing Equipment ....................................................... Vehicle E~uipped wiflu Ulh-~onle, IvL~gnetie Particle, and Dye Penetrant Testing Equipment .................................................................................. Utility Trailer ............................................................................................................................... ~4y&-aulic [qand Lift: ..................................................................................................................... OFFICE EQUIPMENT Microcomputer. basic sot%ware systems and supporting hardware .............................................. Mainframe Computer Time-Sharing (per CPU minute) ............................................................... Camera and Film .............................................................................. i ............................................ Computer Connect Time ............................................................................................................... Disk Storage (per megabyte) ........................................................................................................ Environmental In£ormadan M~,~gament Sygtem Software Surcharge ....................................... Project Management and CPM Soflxvare Surchm-ge .................................................................... Reproduction ............................................................................................................................... Telephone ..... ~ ............................................................................... ~ .............................................. Facsimile Copies ....... _. ................ .................................................................................................. Report Surcharge ........................................................................................................................ Large Format Drawing Copies, 20-1b Bond .............................................................................. Large Format Drawing Copies, Erasable Vellum ........................................................................ Large Format Drawing Copi~'~, Precision Trim ........................................................................... Mylar Reproductiorm .................................................................................................................... · Autocad Dra_.'ting, Haraware and Software ................................................................................. Autocad Drawing Plots ................................................................................................................ Video Camera ............................................................................................................................. $189.00 /day $ 495.00 /day $165.00 /day $135.00 /day $105.00 /day $190.00 /day S 220.00 /clay 200.00 /day On R~uest 400.00 /day 47.00 /hour $180.00 /day On Request 8.50 ~our 16.00 /hour .53 /mile 1.05 /mile 16.00 /hour 7. i.00 /hour 21.00 /hour 37.00 /clay 32.00 /day 21.00 /hour 9.00 /minum 21.00 /week 7-$0 /hour 74.00 /month 16.00 /hour 16.00 /hour 0.50 /page 0_50 /minute 2_50 /page 37.00 /copy 2.65 /sq ~.70 /sq 1.60 16.00 /shee~ 32.00 /hour 1.60 /minute 74.00 /day 90~AC~LDA2atCO\PKIVATEM 9~9'~FED. BAYFEEg~'-B99-Geo-6 {Revixed 1/99) BAS.IS OF CH_A~RGES Listed here*in nrc typical prices for se.'wices mo~ frequently pe.~orrned by Kleinfelder. ~rices for o~ar services provided by the firm or other servic~ not lksted will be given upon r~uest, ~ well as special quotations for programs involving volume work I0. Invoices will be issued on a periodic basis, or upon completion cfa project, whichever is sooner. The net cash amount of~is invoice is payable on presentaUon of the invoice. If not paid within 30 days after the date the invoice, the unpaid balance shall be subj~t to a FIN.~qCE CHARGE of 1.5% per month, wkich is an: ANNUAL PERCENTAGE RATE of 18%_ A two-hour minh~num charge will be made for ail field services. A fo,ss-hour mLnimum charge will be made for any field services in exc~ss of two hours. A six-hour m~nknum charge will be made for fieId services m excess of four hou,'~ per clay. An clOt-hour minknum charge will be made f6r field services in.exee.~ of six hour~ per day. A one-hour minimum charge per day will be made for any office servicez. T~m-~ worked in exccas of g hour~ per doxy mad weekendkhotiday work will be char~ed ~ 1.5 time.~ thc hourly Per diem will bc ch:reed ~t ~ rate of $86 per day per pcr~on or expenses plus 20%, whichever iz grwatcr. Per diem will be charged for ail projects in excess of S0 miles from the nearest Kl~infelder office. 7. Outside service~ will include a20~,4 markup unle~ otherwise We are protez~d by Workers Compensation Insurance (and/or Employers Liabil~ly Insm--ance), and by Public L~,abiliry Instance ~or bodily injury and prope,,xy damage, and will tumi~b eertificatea m~eof upon reque~ We z~ume the..ri~.k.of damage to our o.wn guppIies.and cqlHpment_ If your contr-~ct or purchv..~e order place~ greazm responmbflmes upon us or requn-es further mmwance coverage, we, specifically d' ~n'ec't~,~ by yo~ w~ take out ~ddifionaI insurance (lfprocumbi¢) to protcw~ us at your expense, but we ~i~aIl not be re~ponz~le for property damage fi-om any ca,us~, including fly: and e-x-plosion, beyond ~e amounts of coverage of our lnsuI"o~nce. All non-environmental and uncontaminated samples may be disposed of at Kleinfetder's dL~m,,fion 30 days a~%'-r submi~ion of final r ..e~.rt, unle~s.prior, arrangements are made. All en,dronmental ~nmpI~ ma)' ~ returned to cHcnts at Kl¢inf¢Idcr's discrcmon 30 day-~ aider ~abmL~n of final r~porr~ unI~s ' · ~rrangernen~ m-e made. P~p.er dispo~-~, 1 o,,r hana~g of so_il, boring cuninga, well d-~'elopment and purge watgm, d~onmminazlon somnons, ~o omer conmminatec~potentiaIly contaminated materizl~ is the responsib~Iity of the client_ Klemfeldor can prowde conmmm-~ for ensure containment and can adwse me client r~garding proper handbng proccdurc~, O0-$AC',LI)AMICOkPP,.I'~'ATE~.! 999~,F~E',,BA'~, Fiz.~ 3 ,r~-wtz~d 1/~9) EXHIBIT 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 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 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 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 06/08/99 EXHIBIT 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. The location, quantity, and time of furnishing said physical facilities shall be in the sole discretion °fCity. In nO event shall City be obligated to fu,rnish any facility which may involve incurring any direct 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 EXHIBIT 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 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. 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 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 of services pursuant 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 Consukant's bid. A. 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 0001). (2) Insurance Services Office form number CA 000I (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. B. Minimum Limits of Insurance. Consultant shall maintain limits no less than: Exhibit D Page 1 of 5 06/08/99 Co Do 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, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. (2) Automobile Liability: $1,000,000 combined single limit per accident for bodily injury and property damage. 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 the City. At the option of the City, either the insurer shall reduce or eliminate such deductibles or self-insured reteniions 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. (a) 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 Consukant, or automobiles owned, 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. (b) The Consultant's insurance coverage shall be l~rimary 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 Consultant's insurance and shall not contribute with it. (o) Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the City, its officers, off~cials, employees or volunteers. Exhibit D Page 2 of 5 06/08/99 (d) The Consultant's 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 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 Acceptabili _ty of Insurers. Insurance is to be placed with insurers with a Bests' rating of no less than A:VIII. Fo 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 fight to require complete, certified copies of all required insurance policies, at any time. Ho 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. 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 10. 11. ASSIGNMENT PROI-ffi:IITED. No party to this Agreement may assign any fight 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. 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. 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 o.f quality normally observed by a person practicing in Consultant's profession. HOLD HARMLESS AND RESPONSI~B[LITY OF CONSULTANTS. Consultant shall take all responsibility for the work, shall bear all losses and damages 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 or 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 consideration. Approval of the insurance contracts does not relieve the Consultant or subconsultants from liability under this paragraph. GOVERNM]ENTAL 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. DOCUM2ENTS. 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 O6/08/99 produced in whole or in part under this Agreement shall be subject to private use, copyrights, or patent rights by Consultant in the 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