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HomeMy WebLinkAboutItem 4.05 AmendBSK&AssocAgmt -1- CITY CLERK File # D~[QJ[O]-[3J[QJ . AGENDA STATEMENT CITY COUNCIL MEETING DATE: May 19,1998 SUBJECT: Amendment to Agreement with BSK & Associates for General Geotechnical Services Report Prepared by: Lee S. Thompson, Public Works Director EXHIBITS ATTACHED: Current Agreement Letter from BSK & Associates Resolution and Proposed Amendment 1) 2) .t)( 3) RECOMMENDA TION: ~ V Adopt resolution approving amendment to agreement and authorize Mayor to execute amendment. FINANCIAL STATEMENT: Under this agreement, BSK and Associates provides general geotechnical setvices to the City based on the adopted rate schedule. Types of services performed would typically be soils or material testing for Capital Improvement Projects. The cost of the service would be budgeted for the specific Capital Project. BSK has indicated that their fees will not increase for the upcoming year. . DESCRIPTION: In May of 1997, the City Council approved agreements with a number of consultants that could be utilized on an ongoing basis for geotechnical, traffic engineering, or civil engineering functions. Many of these agreements will expire in Mayor June of 1998 and need to be amended if the City is going to continue to utilize the services. The agreement with BSK expires on June 11 tho It is recommended that the dates of these agreements coincide with the end of the fiscal year in the future, and the proposed amendment reflects an expiration date of June 30, 1999. This year, BSK is providing material testing services for the federally-funded Dougherty Road Widening proj ect. The work provided to date by BSK has been satisfactory, professional, and competitive, and Staff recommends that the City Council approve the amendment to the agreement. . -----~--------------------------------- ----------------------------- COPIES TO: Alex Eskandari ITEM NO.--M g:\engr\bsk\agstamnd . . . / 5":-- ~ STANDARD CONSULTING ENGINEERING SERVICES AGREEMENT THIS AGREEMENT is made at Dublin, California, as ofvu.NE. II ,1996, by and between the CITY OF DUBLIN, a municipal corporation ("City"), and BSK & ASSOCIATES ("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. PA YJvfENT. 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, ifno 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 EOUIPMENT. Except as set forth in Exhibit C, Consultant shall, at its sole cost and e),."Pense, furnish all facilities and equipment which may be required for furnishing services pursuant to this Agreement. City shall fwnish to Consultant only the facilities and equipment listed in Exhibit C according to the terms and conditions set forth in Exhibit C. 4. GENERAL PROVISIONS. The general provisions set forth in Exhibit D are part of this Agreement. In the event of any inconsistency between said general provisions and any other terms or conditions of this Agreement, the other term or condition shall control insofar as it is inconsistent with the general provisions. 5. EA"HIBTTS. Ail exhibits referred to herein are attached hereto and are by this reference incorporated herein. 6. SUBCONTR.A..CTD'JG. The Consultant shall perform the work contemplated with resources available within its own organization and no portion of the work penment to this contract shall be subcontracted without wrinen authorization by the City, except that which is expressly identified in the Consultant's proposal. 7. CHANGES. City may from time to time require changes in the scope of the services by Consultant to be performed under this Agreement. Such changes, including any change in the amount of Consultant's compensation which are mutually agreed upon by City and Consultant, shall be effective as amendments to this Agreement only when in writing. 8. RESPONSIBLE CHARGE. Consultant shall assign a project manager(s) to the project for the duration of the project. There shall be no change in the Project Manager or members of the project team without prior wrinen approval by the City. The Project Manager for Consultant shall be ALEX Y. ESKANDARI 9. CONTRACT ADMIN1STRA.. TION. This Agreement shall be administered by LEE S. T::-3.0MPSON ("Administrator"). All correspondence shall be directed to or through the Administrator or his or designee. '-,:_r ~'~;Ze"f' '."~j't."in D ~ ~ n_ 1_. .1- Agreement Pa2e 1 of 2 05/06/96- 10. NOTICES. Any wrinen notice to Consultant shall be sent to: ALEX Y. ESKANDARI Manager - Geotechnical Services BSK & Associates 1181 Quarry Lane. Bldg. 300 Pleasanton. CA 94566 Any written notice to City shall be sent to: Lee S. Thompson Director of Public Works/City Engineer P. O. Box 2340 Dublin, CA 94568 Executed as of the day first above stated: CITY OF DUBLIN, a municipal corporation BY~~( .~ "City" 41) Attesl:U\~ ft2R- - \S;itJ; Clerk"- Approved as to form: ~ 7/- c;:~ City Attorney Agreement Page 2 of 2 ,JL By C /, ;: r) \ ~r ./ . . . . . . J, /~;;- / .J EXHIBIT A SCOPE OF SERVICES AND SCHEDULE (GEOTECHNICAL) To provide geotechnical peer review of soils and geologic reports for private development projects, provide testing and field observations and attend meetings as requested. Consultant shall provide the City with a not-to-exceed fee on a project by project basis for peer review and geologic reports for private development projects, provide testing and field observations and attend meetings as requested.. Exhibit A Page 1 ofl tf / 5::- ;) EXHIBIT B PAYMENT SCHEDULE . City shall pay Consultant on a time and expense basis 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 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 e>..iI"a 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 ~uch 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 Wlder the terms of this Agreement Wltil receipt of a fully executed Purchase Order from the Finance Department of the City of Dublin. u . Exhibit B . P~ge 1 of 1 " . . . 5 c-j )? 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 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 of this exclusion, long-distance telephone or other communication charges, vehicles, and reproduction facilities. Exhibit C Page 1 of 1 05/06/96 ~;- t 15 j~ EXHIBIT D G.ENERA.L 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 term 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 the 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 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 cOllllection -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 Insurance. Coverage shall be at least as broad as: (If 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 0.001 (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: (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, 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:, $1,000,000. cpmbiped ?ingle limit per accident for bodilyt-injury and property damage. - - ----.. Exhibit D Page 1 of 4 '7 -;-": d ../F () . (3) Workers Compensation and Employers Liability: Workers Compensation limits as required by the Labor Code of the State of California and Employers Liability limits of$I,OOO,OOO per accident. C. Deductibles and Self-Insured Retentions. Any deductibles or self-insured retentions must be declared to and appro\'ed 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 administration and defense expenses. D. 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 Consultant, 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 or employees. The Consultant's insurance coverage shall be primary insurance as respects the City, its officers, officials and employees~ 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. (b) (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. (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 rights of subrogation against the City, its officers, officials, employees and volunteers for losses arising from work performed by the Consultant for the City. (3) Professional Liability. Consultant shall carry professional liability insurance in an amount deemed by the City to adequately protect the City against liability caused by negligent acts, errors or omissions on the part of the Consultant in the course of performance of the services specified in this Agreement. . -(4) All Coverages. . Exhibit D PaQ:e 2 of 4 OS/28/96 . r/ -' -;;;- v -'j ./ 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. . E. Acceptabilitv ofInsurers. Insurance is to be placed with insurers with a Bests' rating of no less than A: VIII. F. Verification of Coveraf:e. Consultant shall furnish City with certificates of insurance a!ld with original endorsements effecting coverage required by this clause. The certificates and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The certificates and endorsements are to be received and approved by the City before work commences. The City reserves the right to require complete, certified copies of all required insurance policies, at any time. 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 whatsoeve~ as an agent. Consultant shall have no authority, express or implied, pursuant to this Agreement to bind City to any obligation whatsoever. 6. ASSJGN1vfENT PROHIBITED. No party to this Agreement may assign any right or Obligation. pursuant to this Agreement. AIIy 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. ST Ar..i))ARD 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. HOLD HARMLESS AND RESPONSIBILITY OF CONSULTANTS. Consultant shall take all responsibility for the work, shall bear all losses and damages directly or indirectly resulting to him, to any sub consultant, to the City, to City officers and employees, or to parties designated by the City, on account of, and to the extent caused by, 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 alUoss, liability, e>'''Pense, claim, costs (including costs of defense), suits, and . damages of every kind, nature and description'directly or indirectly arising from, and to the extent caused by~ 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 Jaw whether willful or negligent. For purposes of Section 2782 of the Civil Code the parties --, Exhibit D oe of 4 . . .- f 4" )~ 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 subconsultan1s from liability under this paragraph. 1 O. GOVERNMENTAL 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. DOCUMENTS. All reports, data, maps, models, charts, designs, plans, studies, surveys, photographs, memoranda or other written documents or materials prepared by Consultant pursuant to this Agreement shall become the property of City upon completion of the work to be performed hereunder or upon termination of the Agreement. No such materials or properties' 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 othenvise 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 acre 4 of4 " r) If) ~' ;'r JANUARY 1995 FEE SCHEDULE . . . ~ 114 .-:-::'- /r;- . I!\TRODDCTION BSK & As);oc:iates, Geotechnical Consultants. Inc. was founded in Fresno, California, in 1966. Since that time. offices and laboratories have been opened in Visalia, Bakersfield, Pleasanton, and Sacramento, California. Modern and complete lahoratories with up-to-date field and laboratory equipment are maintained in each regional facility. A diversified professional staff of engineers, geologists, and chemists provide the practical knowledge and experience of local problems and practices. The finn offers a wide variety of consulting and testing services and is recognized as an Engineering News Record Top 500 consulting firm. This schedule lis!." Personnel Rates. Equipment Changes and Testing Fees for Geotechnical Engineering, Engineering Geolof'Y. Environmental Services, Construction Inspection and Soil and Malerials Field and Lahoratory Testing activities. Chemical LaboralOry Fees are published in a separate schedule and an: available hy contacting the Analytical LahoralOry. OFFICES . Branch Address Telephone Fresno. Analytical LaboralOry 14]4 SIllIlis]aus Sueet Fresno, California 93706 (209) 497-2&&0 (fax) 497-2&1>4 (209) 485..0 100 (fax) 485-6]40 (209) 485-83] 0 (fax) 485-6935 Fresno. Geou':chnjcaJlEnvironrnental 1645 "E" StreeL Suite 105 Fresno, California 93706 Fresno. Mau:rials Testing Labo=ry 1445 "F' Sueet Fresno, California 93706 Visalia 808 East Dougla..< A vetlue Visalia, Ca]ifornia 93292 (209) 732-8857 (fax) 732-6570 (805) 327-067] (fax) 324--4218 Bakersfield 117 "V" Sueet Bakersfield.. California 93304 PleasanlOn 1 181 Quarry Lane Bldg. 300 Pl:asanton, California 94566 (510) 462-4000 (fax) 462-6283 Sacramento 9901 Horn Road.. Suite C Sa..."I"3ITlCnto, California 95827 (916) 363-1871 (fax) 363-1875 . ii .., ~ y" r /j P) -pr BASES OF CHARGES . The prices listed herein are typical of engineering, inspection and testing services most frequently provided by BSK. Prices for other services and special quotations will b~ given upon request. Fees are subject to change without notice. Unit prices shown for the laboratory work, include reporting of laboratory test results and observations not calling for recommendations or conclusions. Field charges do not include office preparation of test summary and report. Use of outside services, subcontractors, special equipment. machining. freight, and other charges are invoiced at cost plus 15% service charge. The charge schedule listed below is the ba<;is for invoicing of Jobsite field activities for other than Professional personnel. Work over 8 Hours/Saturdays Sundays, Holidays & Over 12 Hours Swing Shift (4:00 P.M. to Midnight) Graveyard Shift Work from 0 to 4 Hours Work From 4 to 8 Hours Show-up Time (No work Performed) Sampling or Cylinder Pick-Up, Minimum Charge Bill Time and a Half Bill Double Time Add $9.00 per Hour Add $12.00 per Hour Bill 4 Hours Bill 8 Hours Bill 2 Hours Bill 2 Hours . Times are invoiced portal-to-portal from the nearest BSK officellaboratory. III "2/95 . / j ?f /.' "., -::r . TERM:S . 1. Limitation of LiabilitJ and Waiver on Condition In performing professional services, BSK & Associates (CONSULTA.."l"f) will use that degree of care and skill ordinarily exercised, under similar circumstances, by reputable members of the profession practicing in the same or similar locality. No other warrnnt)', expressed or implied is made or intended by the Proposal for professional services or by furnishing oral or written repon.~ of the findings made. Unless special arrangements are made in writing prior to commencement of work, it is agreed that CLIENT will limit any and all liability, claim for damages, cost of defense, or expenses to be levied against CONSULTAAl"f on account of any design defect, error, omission, or professional negligence to a sum not to exceed $50,000, or the amount of his fee, whichever is greater. Further, CLIEJ\l"f agrees to notif)' any contnlctor or subcontractor who may perform work in connection with any design, report. or study prepared by CONSULTANT of such limitation of liability for design defects, errors, omissions. or prof~sional negligence. and require as a condition precedent to their performing the work alike limitation of liability on their part a.~ aglllnst the CONSULTAAl"f. In the event CLIENT fails to obtain a like limitation of liability provision as to design defects, errors, omissions, or professional negligence, any liability of CLIENT and CONSULTA..l\,"T to such contractor or subcontractor arising out of an alleged design defect, error, omission, or professional negligence shall be allocated between CLIE)\;'T and CONSULTA..l\,l"f in such a manner that the aggregate liability for CONSULTAJ\"'T for such design defect to all panies, including CLIENT, shall not exceed $50.000 or the amount of CONSULTAJ\Ts fee, whichever is greater. In perfonning field or laboratory. te!>ting or in!Opection !Oen.ices, not calling for professional engineering opinion but for factual findings, the aggregate liability 10 all panies, including CLIENT, shall not exceed $5.000 or the amount of CONSULTAATs fee, whichever is !!reater. Hazardous Waste Liability: It is further agreed that unless liabIlity arises by virtue of tbe sole negligence or intenlional wrongful acts of CONSULT AN!, CLIE)\;'T shall indemnif)' and hold harmless CONSULTAA! and its subcontractors. agents and employees from and against aU claims, damages, los.~es and expenses, direct or indirect, or consequential damages. losses and expenses, direct or indirect, including but not limited to fees and charges of attorneys and court arising out of or resulting from the perfonnance of the work by CONSULT AN! or claims against CONSULT A1\T'f arising from the work of others, related to hazardous waste or contamination activities. The CONSULTANTS financial responsibility to CLIENJ with respect to loss or damage to a sample while the sample is in the custody of CONSULTM'T, shall be limited to the value of the test perfonned (if any) on a replacement sample. 2. Disputes In the event that a dispute should arise relating to the performance of the services to be provided under these Terms and should that dispu~ result in litigation, it is agreed that the prevailing patt)' shall be entitled to recover all reasonable costs incurred in the defense of the claim, including staff time, coun costs, anorney's' fees, and other claim-related expenses. 3. Warrant)' of Authoti~. to Sign The person signing a contract subject to these Terms warrants he has authority as, or on behalf of, CLlEJ\! for whom or for whose beneiit the CONSULTA1\Ts services are rendered. If such a person does not have such authoriry, he agrees that he 15 personally liable for all breaches of the terms and bases for CONSULTANTs services, and that in any action against him for breach of such warranty, a reasonable anorne:y's fee shall be included in any judgment rendered. 4. Right of Entl:1' In the event that a PROJECT site is -not owned by CLIENT, CLIEI\1"f warrants that he has obtained permission for CONSULTM'T to enter site with all necessary equipment, in order to complete the work. '- While CONSULTA..h<J will take all reasonable precautions to minimize any damage 10 the propel'T)', it is understOod by CLIENT that in the normal course of work some damage may occur, the correction of which is not pan of these Terms. 5. Utilities In the prosecution of his work, CONSULTMl will take reasonable precautions to avoid damage or injury to subterranean structures or utilities. CLIEI\"'T agrees to hold CONSULTA..h<'T harmless for damages to subterranean structures which are not called to CONSULTANTs anention and correctly shown on furnished plans or encountered at locations approved by CLlEN1. 6. Samples SoiL ro::k, water and/or other samples are the property of CLIENT. CONSULT A1\l"f shall retain such samples for no longer than 45 days after issuing data obtained from testing, unless other arrangements are made in writing. Sbould any samples be contaminated by hazardous substances or suspected hazardous substances, it is CL~NTs responsibility to select and arrange for lawful disposal procedures; that is, procedures which encompass removing the contamlnated samples from CONSULTAJ\Ts custody and lransportin~ them 10 a disposal site. CLIEI'<'T is advised that, in all cas::s. prudence and good judgement should be applied in selecting and arranging for lawful disposal procedures. . jy '2/95 /1/ 1 /' )r 7. . Payment Invoices for CONSULTAATs s~rvices will be forwarded to CLIENT and will be due immediately, but will not be delinquent if paid on or before the 30th day following the date of the invoice. If payment is not so made, under provisions of these Terms, a late payment FINANCE CHARGE will be computed at the periodic rate of .833'i- per month, which is an ANNUAL PERCENTAGE RATE OF 10%, and an additional service charge in the sum of .667% per month, for a combined monthly interest and service charge in the sum of l.5% per month. Total Annual Interest and Service Charge is 18%. If suit is filed, a reasonable atlorney's fec., to be set by the coun, shall be included in any judgment in CONSULTANT's favor. 8. Ownership of Documents ReportS, boring logs, field data, field notes, laboratol')' test data, calculations, estimates, and other documents prepared by CONSULTA'r\"T. as instrUments of service, shall remain the propeny of CONSULTANT. CLIE'r\"T agrees that repon and other work furnished to CLIENT or his agents, which is not paid for, will be returned upon demand and will not be used by CUENT for any purpose whatever. COKSULTA!\'7 will retain p~nin~nt records relating to the services performed for a period of five years following submission of the repon, during which period the records will be made a\'ailable to CLIEJ\"T at reasonable times. 9. Standard of Care Set"\"ic~s performed by CONSULTAN"T under these Terms will be conducted in a manner consistent with that level of care and skill ordinarily exercised by memb~rs of the profession currently practicing under similar conditions. No other warranty, expressed or implied. is made. Cl.lE.lI.:T recognizes that subsurface conditions may \'ary from those encountered at the location where horings, surveys, or explorations are made by CONSULTANT and that the data, interpretations and recommendations of CONSULTM"T are based solely on the iniormation available to him. CONSULT AJ\rr will be responsible for those data, interpretations. and recommendations. but shall not be responsible for the interpretation by others of the information developed. 10. Insurance CONSULTANT represents and warrants that it and its agents, staff and CONSULTAJ\"Ts employed by it is and are protected by workers compensation insurance and that CONSULT AA"T has such coverage under public liability and proper!)' damage insurance policies which CONSULTANT deems to be adequate. Certificates for all such policies of insurance shall he provided to ~~~~ . 11. Termination A~ents subject to these Tenn.s may be terminated by either party upon seven (J) days wrinen notice in the event of subsrantial failure by the other pany to perform in accordance with the terms. Such termination shall not be effective if that substantial failure has been remedied before expiration of the period specified in the wrinen notice. In the event of tennination, CONSULTAJ\"T shall be paid for services performed to the termination notice date plus reasonable termination expenses. In the event of termination, or suspension for more than three (3) months, prior to completion of all reports contemplated by said Agrement, CONSULTANT may comple~ such analyses and records as are necessary to complete his files and ma;y also complete a repon on the services perfonned to the date of notice of ~rmination or suspension. The expenses of terminatlon or suspension shall include all direct cOSts of CONSULTANT in completing such analyses, records and reportS. 12. Assigns Neith~r CLIENT nor CONSULTANT may delegate, assign, sublet or transfer his duties or interest established under these Terms without the written consent of the other parry, except that CONSULTAJ\rr may use the services of persons and entities nOl in his employ when it is appropriate and customary to do so. 13. Notice to Property Owner If bills are nOl paid in full for the labor, services, equipment, or materials furnished or to be furnished, a Mechanic's Lien leading to the loss, through coun foreclosure proceedings. of all or pan of Owner's propeny being so improved may be placed agamst the propeny even though Owner has paid his conuactor in full. Ov.'ller may wish to protect himself against this consequence by (I) requiring ConlnlClOr to furnish a signed release by the person or firm giving this notice before making payment to conuactor, or (2) any other method or device which is appropriate under the circumsranc~s. \' . -- '2f95 _ /' ~ ~- ;- 1-> ') . 14. Discover)' of Unanticipated Hazardous Materials Certain typcs of hazardous materials or contaminanTS may exist at a site where there i.~ no reason to believe they could or should be pre.o;enL CONSULTMlT and CLlEJ\"'T agree that the discovery of unanticipated hazardous materials constitutes a changed condition mandating a renegotiation of the scope of work or termination of services. CONSULTM'T and CLIEJ\l"J" also agree that the discovery of unanticipated hazardous materials may make it necessary for CONSULT AJ\"T to rake immediate measure.~ to protect health and safery. CONSULTANT agrees to notify CLIENT as soon as procrically possible should unanticipated hazardous materials or suspected hazardous materials be encountered. CLIENT encourages CONSULT AJ\"T to rake any and all measures that in CONSULTM'Ts professional opinion are justified to preserve and protect the health and safety of CONSULTM'Ts peT$onnel and the public. CLlE!\'T agrees to compensate CONSULTANT for the additional cost of working to protect employees' and the public's health and safet~y. In addition, CUENT waives any claim against CONSULTANT, and agrees to defend, indemnify and save CONSULTM'T harmless from any claim or liability for injury or Joss arising from CONSULTMTJ"s discover)' of unanticipated hazardous. materials, or suspected hazardous materials. CLIEJ\"T also agrees to compensate CONSULTANT for any time spent and expenses mcurred by CONSULTANT in defense of any such claim, with such compensation to be ba.~ed upon CONSULT.A...."'Ts prevailing fee schedule and expense reimbursement policy relative to tt:covery of direct project costs. In the event the project site is not owned hy CLIE!\"'T. CLIENT wamum that he ha.~ obtained all necessary pennissions for CONSULTAh;l to enter onto the site and conduct subsurface exploration activities. CLIENT recognizes that it is his responsibiliry 10 infonn the propeny owner of the discovery of unanticipated h:u.ardous materials or suspected hazardous materials. CLIEJ\;"T also recognizes that any such discovery may result in a si!!nificant reduction of the propeny's value. CLIENT waives any claim against CONSULTMl"J". and agree.~ to defend, indemnify and save CONSULTMl"J" harmles.~ from any claim or liability for inju!)' or loss of any type arising from CONSULTM'Ts discoveI)' of unanticipated hazardous materials or suspected hazardous material on a site not owned by CUE~l. 15. Precedence of Agreement Over Terms In the event that CLITh"T de.~ires to retain CONSULTM"T to provide professional or technical s~ices, CONSULTM'T may prepare a Proposal for the work. The Proposal would include a Standard AGREEMEt--T"f. the Terms of which would be similar to the above; hut if in conflict, the Terms of the AGREEMEN'T would take precedence over the above. . .- \"1 2/95 PERSOl\'NEL RATES PROPESSIO^~4L It " /. '" rf':/("'"" .J . Senior Principal ................................................. (per Hour) 5128 Principal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (per Hour) 118 Associate Principal ............................................... (per Hour) 108 Senior Professional ............................................... (per Hour) 98 Project Professional II ............................................. (per Hour) 88 Project Professional I ............................................. (per Hour) 84 Staff Professional ................................................ (per Hour) 74 Junior Professional . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (per Hour) 64 Expert Witness Services (Senior Principal, Principal, Associate Principal) . . . . . . . . . . (per Hour) 150 (4 Hours Minimum Cbarge) FIELD TECHNIC4.L Supervisor ..................................................... (per Hour) Senior Inspector ................................................. (per Hour) Senior Technician ................................................ (per Hour) Inspector ill .................................................... (per Hour) Inspector II!Technician II ........................................... (per Hour) Inspector lITecbnician I ............................................ (per Hour) Technical Aide .................................................. (per Hour) OFFICE AND L4lJORATORY TECHNICAL $ 74 68 58 58 52 46 36 . Supervisor ..................................................... (per Hour) $ 74 Technician II . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (per Hour) 52 Technician I .................................................... (per Hour) 46 Draftsman . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (per Hour) 42 Technical Aide ......... _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (per Hour) 36 Word Processor. . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . (per Hour) 34 General Typist/Office Aide. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (per Hour) 28 NOTE: A ten percent surcharge will be applied to rates of personnel OD projects where 40-Hour OSHA Health and Safety training is required. . . . . /? ./ .?") r / I'" ._ /. EQUIPMENT CHARGES VEHICLE MILEAGE 2~\Vbeel Drive. . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . - . - . . . . . . . . . - . . . . .. (per Mile) 50.40 4-Wheel Drive. . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . - . - . . . . . . . - . . . . . .' (per Mile) 0.50 Drill Rigs ....................... _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. (per Mile) 0.50 MATERIALS TESTING '" Ponable power Auger ............................. - . . . . . . . . . . . . . .. (per Day) ~uclear Density Gauge. . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . - . . . . .. (per Day) ~uclear DensiTY Gauge (panial Days) ......... _ . . . . . . . - . . . . . . . . . . . . . - . . (per Hour) Ultrasonic Weld Testing Equipment . . . . . . . . . . . . . . . . . . . - . . . . - . . . . . . . . . .. (per Day) Torque Wrench ..... _ . . . . . . . . . . . . . . . . . . . . . . . . . . . - - . . . . . . . . . . . . . .' (per Day) Anchor Testing Equipment .......................................... (per Day) Schmidt Hammer . _ . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . -. (per Day) Skidmore Wilhelm Bolt Teosion CalibraTOr. . _ . . . . . . . . . - . - . . . . . . . . . . . . . . .. (per Day) "R" Meter _ . . . . _ . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . - . - . . . . . . . . . . . . . . -. (per Day) Scanning Equipment (for Plate Thickness) ......... _ . . . . . . - . . . . . . . . . . - . .. (per Day) Inductive and Conductive Pipe Locator. . . . . . . _ . . . . . . . _ . _ . . . . . . . . . . . . . . .. (per Day) Air Meter (Concrete) ........................... - . - . . . . - . . . . . . . . . .. (per Day) Wood Moisture Meter ...................... _ . . . . - . . . . - . . . . . . . - . . -. (per Day) 525 30 5 30 10 30 10 30 30 30 20 30 20 ENVIRONMEJ\7AL TESTING '" Electronic Bow Monitoring Equipment ... _ _ . . . . . . . . . . . . . . . . . . . . . . . . . .. (per Week) 300 Electronic Liquid Proportional Sampling Equipment. . . . _ . . . . . . . . . . . . - . - . . . - (per Week) 150 pH Meter . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. (per Day) 20 Explosive Gas Meter .......... _ . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . .. (per Day) 20 Dissolved Oxygen Meter _............ _ . . . . . . . . . . . _ . . . . . . . . . . . . . . . .. (per Day) 10 OVM or PID Meter . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . .. (per Day) 30 Sound Level Meter ................... _ . . . . . . . . _ . - . . . . . . . . . . - . . . .. (per Day) 30 .. Equipment Charges Do Not Include Operators 2 . . - . - -_..__._~, ..- --- Ie; /:' i /. i~.,~'- 5) " EQUIPl\ffiNT CIL~RGES (Continued) . DRILLING .. Mobile B-50, Mobile B-53 (Flight Auger, Only - One Operator) . . . . - . . . . . . . . . . . (per Hour) .$ 95 Mobile B-50, Mobile B-53 (Flight Auger or 8-Inch Hollow Stem Auger _ Two Op:rators) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . - . . (per Hour) 140 Mobile B-53 (lO-inch Hollow Stem Auger - Two Operators) . . . . . . . . . . . . . _ . . . . . . _ . . . . . . . . . . . . . . . . - . . . . . . . . . . . (per Hour) 145 CME-75 (Flight Auger, 8 or lO-Inch Hollow Stem Auger or Rotary Wash Boring - Two Operators) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (per Hour) ]45 Casing. Drill Mud, Shelby Tubes. Outside Services ......... _ . . . . . . . . . . . . . . . . . . . . .. Cost + 15'ic Diamond Coring - Wire Line or Casing (Includes Two Operators) . . . . . . . . . . . . . . . (per Hour) 150 Diamond Bits ................... _ . . . . . . . . . . _ . . . . . . . . . . . . . . . - . . . . . . . . . .. Cost + 15% Hazardous Waste Sites (Levels A and B) .................... (Surcbarge Per Man Hour) 50 Hazardous Waste Sites (Level C) . . . . . . . . . . . . . . . . . . . . . . - . .. (Surcharge Per Man Hour) 10 OVM or PID Meter . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. (per Day) 30 Steam Cleaner . . _ . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . - . . .. (per Day) ] 00 Suppon Truck . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. (per Day) 100 CORING Coring Equipment and One Operator ............ _ . . . . . . . . . . . . . . . . . . . . . . (per Hour) Coring Equipment and Two Operators .... _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (per Hour) $90 . 130 BIT CHARGES 3" Concrete and MasolllJ' .$ 5110ch 6/Incb 9/Inch 13/Incb 15/Incb Asphalt and Soil Cement .$ 311nch 511nch 6/Inch 9110ch 111Incb Core Diameter 2" 4" 6" 8" (4" Minimum Bit Charge Per Core) *C57 Drilling Contractor License Number 490942 NOTE: A nominal handling/disposal fee of $10 may be assessed to each soil sample and tube obtained from the field for environmental projects. . ~ 3 - /- i J ./ -;r , ! P]' / . EQUIPMENT CHARGES ( Continued) GEOPHYSIC4L TESTING '" Nimbus 12-Channel Seismograph with Recorder ........................... (per Hour) Explosive Charge. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Resistivity Meter ...... . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (per Hour) Magnetometer. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (per Hour) Triaxial Downhole Geophones. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . (per Hour) Neutron Moiswre Gauge (100' Maximum Depth) . . . . . . . . . . . . . . . . . . . . . . . . . . . (per Hour) Neutron MoiSTUre Gauge (Greater Than 100' Depth) ............................... Nimbus Instruments 12-Channel, Sign:ll*Enhancement Seismograph. for use with Hammer or Explosives ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $600 plus 5200 Per Day $ 65 Quotation 25 25 30 30 Quotation Cables Available: 11 0 Feet 220 Feet 550 Feet . Dual Triaxial (3 Orthogonal Geophones) Downhole Geophones with Switch Box and Connectors. Geophone Packages Spaced 10 Feet Apart on 150 Feet of Cable ............................ $270 plus $90 Per Day Bison Resistivity Meter with Cables and Probes . _ . . . . . . . . . . . . . . - . . . . . . . . . . $150 plus $50 Per Day Geometries Magnetometer, Proton Precession Type i: Gamma Accuracy, Lightweight, Mounts on Bac1..-pack ........................... $210 plus $80 Per Day , Shipping -Charges, Handling and Insurance are Additional Costs to b: paid by User. Shipping Time, round-trip, is charged at rates published above. "'Equipment Charges Do Not Include Operators GROUNDWATER SAMPliNG * Sampling Gear .................................................. (per Day) $100 Steam Cleaner . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. (per Day) ] 00 Well Sounder ................................................... (per Day) 20 . --,- -- --'4 /J /; /0 ef )1- LABORATORY TESTING L SOILS MOISTURE I DENSm' CURVES . AASHTO T-99, ASTM D-698 .. _ . . _ . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . - . 5120 AASHTO T-180 or ASTM D-1557 (4" Mold) . . . . . . . . . . . _ . . . . _ . . . . . . . . . . . . . . . . . . . 140 AASHTO T-]80 or ASTM D-]557 (6" Mold) . . . _ . . . . _ . . . . . _ . . . . . . . . - . . . . . . . - . . . . 180 California Impact Method 2]6 . . . . . . _ . . . . . . . . . . _ . . . _ . . . . . . . . . . . . . . . . . . . . - - . . . 150 Check Point ............ '. . . . . . . . . . _ . . _ . . _ . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . 80 Corps of Engineers (AASHTO Modified) . . . . . . . . . . . _ . . . . _ _ . . . - . . . - . . . . . . . . . . . - . ] 80 Relative Density, ASTM D-2049 (Vibrating Table) ........... _ _ . . . . . . . . . . . . . . . . . . . 200 PARTICLE SIZE AJ\'ALl'SES Sieve Analysis, Pit Run with 200 Wash .... - . . . . . . . . . - . . . . . . . . - . . . . . . . . . . . . . . . . '\lash Analysis, ASTM C-]17 . . . . . . . . - . . . . . . . . . . . . - . . . . . . . . . . . . . . ... . - . . . . - . Hydrometer Analysis, ASTM D-422 . - . . . . . . . . . . . . . . . . - - . . . . . . . . . - . - . . . . . . . . . . Specific Gravity, ASTM D-854 . . - . . . . . . - - - . . . . . . - . . . . . . . - . . . . . . . . . . . . . . . . . . - Visual Analysis . . . _ . . - . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . - . . . . . . . - . . . . . . Sand Equivalent, ASTM D-2419 (3 Determinations) ...... - . . . . - . . . . . . . . . - - . . . . . . . . A7TERBERG LIMITS Liquid Limit, ASTM D-4318 -. - . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . - Plastic Limit, ASTM D-4318 . - . . . . . . . . . . . . . . . . . . . . . . . - . . - . . . . . . . . . . . . . . . . . . Plasticity Index, ASTM D-4318 . . . . . . - . . . - - . . . . . . - . . . - . . . . . . . . . . . . . . . - . . . . . - . Shrinkage Factors, ASTM D-427 Shrinkage Limit . . - - . . . . . . . . . . . . . . . . - . . . . . . . . . . - . . . . . . - . . . . . . . - - . . - Shrinkage Ratio (Includes the Above) ....... - . - . . . . . . - . . . . . . . . . . . . . . . . . . Volumetric Shrinkage (Includes the Above) ........... ._. . . . . . . . . . . . . . . . . . - Linear Shrinkage (Includes the Above) . . . . . . . . . . . - . . . . . - . . . . . . . . . . . . . . . . . MOISTURE-DENSITY TEST Laboratory Determination of Moisture and Dry Density - "Undisturbed" Specimen, Obtained In-Siw, Each Specimen . ....... . ... ... . . . . .... ... .. SWELL TESTS 5100 50 ]00 60 20 70 $ 70 . 70 140 140 150 160 170 .$ 20 Swell Tests, FHA Specifications ........................,.................... $160 Swell Tests, ASCE Expansion Index - U.B.C. Standard No. 29+2 ...................... 160 SHEAR TESTS Direct Shear, undisturbed (Quick.) (3 Point Curve) ...... - . . . . . . . . . . . . . . . . . . . . . . . . . Direct Shear, Remolded (Quick.) (3 Point Curve) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s-' - - - 0.'-- $150 190 . . . . ;-/ er' ..-/'7 ~tJ LABORATORY TESTL~G (Continued) SOILS (Continued) Triaxial Compression Testing and Pore Pressure Measurements, Strain-controlled, Stress-controlled, Creep potential Determination . . .. . . .. . . .. ~ . - .. . . .. - - .. . Quotation CONSOLIDATION TESTS ASTM D-2435 (8 Point Curve) . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . $300 Extra Points _...................... _ . . . . . . . . . . _ . . . . . . . . . . . . . . - . . . . . . . . . 30 Hydrocompaction Potential ..... _ . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . 150 UNCONFIlVED COMPRESSION TEST ASTM D-2166 (Stress/Strain) ..................... _ . . . . . . . . . . . . . . . . . . . . . . . . . $ 60 ASTM D-2166 (Failure Point only) ....... _ . . . . . . . . . . _ . . . . . . . - . . . . . . . . . . . . . . . . 40 "R" VALUE DETERMINATION California Method 301, Untreated Material With Stabilometer Tests and Moisture-Density Determination . . . . . . . . . . . . . . . . . . . Samples Containing Aggregates, Cement, Lime, or Other Additives. . . . . . . . . . . . . . . $190 210 CALIFORNIA BEARING RATIO (eBR) CBR at 100% of Maximum Dry Density, ASTM D-1883 Inclusive of Maximum Density Curve, or A.a..SHfO T-180, Method "D", 1 Point Method. . . . . . . . . . . . . . . . . . . . . . . . . . 5350 CBR at 95% of Maximum Dry Density, ASTM D-1883 Inclusive of Maximum Density Curve, or AASHfO T-180, Method "D", 3 Points Method . . . . . . . . . . . . . . . . . . . . . . . . . 600 PERMEAB.llJTY TESTS Rigidwall Constant Head ........ - . . . . . . . . . . . . - . . . . . . . . . . . . . . . - . . . . . . . . . . . . Flexible Wall, Constant Head, Using Triaxial Apparatus. . . . - . . . . . . . . . . . . . . . . . . . . . . . . Other forms of Penneability Tests ................... - . . . . . . . . . . . . . . . . . . . . . . . . $160 260 Quotation PINHOLE DISPERSION TEST Multiple Head Series ..................................................... $150 -...--- 6--- ~ .- - . . - -~---- ...- ~~ ~~- - -~...~ ,;I /, J ~,-'i ./,-1-. c:, /r cr:/ ' V LABOR~TORY TESTING (Continued) . SOILS (Continued) SOIL CORROSn-'ITY TESTS Minimum Resistivity . _ . . . . . . . . . . . . . . . . . . . . _ _ . . . . . . _ . . . . . . . . . _ . . . . . . . . . . . . $ 80 pH ...... _.......................................... -.. -....... -. 25 Major Ions; pH. EC, Sulfate & Chlorides (Saturation Extract) . . . . . . . . . . . . . - . . . . . . . . . . . 90 SOIL CEMENT TESTS Soil Cement Mix Design per PCA Soil Cement Laboratory Handbook Chapter 5 - Includes Atterberg Limits. Sieve Analysis, Moisture-Density, Compression Tests and Freeze-Thaw or Wetting-Drying Tests _.. _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - $1200 420 400 380 . 180 180 Freeze-Thaw Tests, Set of 3 (Sample Preparation Not Included) ....................... Wetting-Drying Tests, Set of 3 (Sample Preparation Not Included) .......... - - . . . . . . . . . Preparation of Freeze-Thaw or Wetting-Drying Tests. 3 Sets of 2 Specimens at Varying Cement Content .......................... Compression Tests, Laboratory Mixed and Compacted Samples, Set of 3 . . . . . . . . . . . . . . . . . Cement Content of Soil Cement (ASTM C-1084 Modified) ........... - . . . . . . . . . . . . . . . 7 . . .~ r , - ~/J 'l. ",.r ~/...- c7,' j LABORATORY TESTING (Continued) IT. AGGREGATES Sieve Analysis. Coarse or Fine (Without Wash), AS1M C-136 . . - . . . . . . . . . . . . . . . . . . . . . Inclusive of Fineness Modulus -...... - . . - . . . . - . . . . . . . . . . . - . . . . . . . . . . . . Wasb Analysis. Amount of Material Finer Than No. 200 Sieve, ASTM C-117 ............- Specific Gravity, ASTM C-127 ............................ - . . - . . . . - . . . . . . . . . Specific Gravity and Absorption. ASTM C-127 or ASTM C-128 . . . . . . . . . - . . - . . . . . . . . . . Organic Impurities in Fine Aggregates, ASTM C--40 .................. - . . . . . . . . . . . . Percent Clay Lumps and Friable Particles in Aggregates, ASTJ-.1 C-142 ... - . . . . . . - . . - . . . - . . . . . . . . . - . . . . - . . . . . . . - . . . . . . . + . . . Percent FIat and Elongated particles . . . . . . . . . . . . . . . . - . . . . . . . . . . . . - . . . . . . . . - . . . - Moisture Content. . . . . . . . . . . . . . - . . . . . . . . . . . - - + - . . . . . . . . + . . . . . . . . . . . . + - . . . Absorption, ASTM C-127 . . . . . . . . . - - . . . . . . . . . . + . . . . . . . - . . - . . . . . + . . - . . - . . . . . Weight Per Cubic Foot, ASTM C-29 Compact . . . . . . . . - . . . . . . . - . . . + . . . . . . - . . . + . . . . . . - . . . . - . . . . . . . . . . . . Loose _ . . . . . . . . . - . . . . . . - . . . . + - . . . . + - . . . . . . . . . . . . . . . . . . . . . . . . . . . . Los Angeles Rattler Test, AS1M C-131 Small Size Coarse Aggregate ......... - . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . Large Size Coarse Aggregate .. - . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . Sulfate Soundness (5 Cycles), AS1M C-88 per Sieve Size .. - . . . . . . . . . . . . . . . . . . . . . . . . J\1inimum Cbarge per Sample .... - . . . . . . . . . . . . . . - . . . . . . . . . - . . . . . . . . . . . Monar Making Properties of Sand (fwo Ages). AS1M C-87 ......................... Sand Equivalent. California Method 217-1. Avera2e of 3 Determinations ................. Durability Test, California Method 229-E, per Fraction .. - . . . . . . . . . - . - . . . . -. . - . . . . . . Potential Reactivity Test, AS1M C-289, per Size ...... - . . . . . . . . . . . . . . . . . + . . . . . . . . Cleanness Test, California Method 227-E . . . - . . - . . . . . . . - . . . . . . . . . . . . . . . . .--. . . . . . . Hydrometer Analysis, California Method 205-E . . . . . . . . . :. . . . . - . . . . . . . . . . . . . . . . . . . . Silica in Sand, ASTM C-146 . . . . . . . . - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . perc:entage of Crushed particles, California Method 205 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .S- ") 0 $ 50 60 50 50 70 50 50 80 15 30 45 35 110 120 70 200 200 75 110 225 120 100 60 60 ;~ C' LABORATORY TESTING (Continued) III. CONCRETE Cement Content of Hardened Concrete, ASTM C-I084 .... - - . . . . . . . . . . . . . . . . . . . . . . . Chemical Test, ASTM C-I50 (Types I Through V) ... - . . . . . . . . . . . . . . . - . . . . . . . . . . . . Time of Setting of Hydraulic Cement, ASTM C-191 ...... - . . . . . . . . . . . . . . . . . . . . - . . . Compressive Strength of Hydraulic Cement Monar, ASTM C-I09 (per Set 00 Cubes) Preparation of Specimen Not Included ................................... Specific Gravity of Hydraulic Cement, ASTM C- 188 . . . . . . _ . . . . . . . . . . . . . . . . - . . . . . . . Volume Change of Cement, Monar or Concrete (Drying Shrinkage), ASTM C-157 ............... - . . . . . . . . . . . - . . . . . . . . . . . . . . . - . . . . . . . . Mix Design (Aggregate Tests Not Included) .. . . . _ . _ . . _ . . - . . . . . . . . . . . . . . . . . . . . . . . Compressive Test, 6" x 12" Cylinder, ASTM C-39 (Sets of 3 or 4) . . . . . . . . . . . . . . . . . . - . - Compressive Test, Cored Specimens (preparation Not Included) ........... - . . . . . . . . . . . Preparation of Specimens, Diamond Sawing (Each End) . - . . . . . . . . . . - . . . . . . . - . . . . . . . . Proportion of Cement in Hardened Concrete, ASTM C-85 .. - - . . . . . . . . . . . . . - . . . . . .. . . Flexural Test of Concrete Beam, ASTM C-293 or ASTM C-78 . . . . . . - . . . . . . . . . - . . . . . . . Splitting Tensile Strength of Concrete Cylinders, ASTM C-496 . . . . . . . . . . . . . . . . . . . . . . . . Density Test on Concrete Cylinders . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ".4Z" Test-Reinforced Concrete Pipe "Life Factor" (~C03 Equivalent) .................. CHEMICAL REACTfl/JTY TESTS I'll'< ./ .: ('" 1-") . $275 Quotation ISO 60 90 Quotation 100 60 IS 20 290 55 50 ')- _::J 50 . Mixing Water: pH, Electrical Conductance, Chloride, Sulfate _ _ . . . . . . . . . . . _ . . . . . . . . . . - $ 50 Contact Soil: pH, Electrical Conductance, Chloride, Sulfate Clay Type (Saturation Extract) _.. _. . . . . . . . . . _ . . . . . .. . . . . . . . . . . . . . . . . . . . - 90 Granular (Saturation Extract) . . . . . . . . . . . . _ _ . . . . . . . . . . . . . . . . . . . . . . . . . . _ . 70 - 9' . . . .- ~5 vf n 'I )r LABORATORY TESTING (Continued) IV. STEEL REINFORCING BAR TESTS Tensile and Bend Tests, :#2 through #8 . . . . _ . _ . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . $ 80 Tensile and Bend Tests. #9 through #11 _... _ . . . . . _ . . . . . _ . . . . . . . . . . . - . . . . . . . . . . . 90 Machining Charges, #14 through #18 Bars ... _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50 HIRE FABRIC TESTS p ASTM A-J85 Tension Test. . . . . _ . . . . _ . . . . . . . _ . . . . . . . . . . _ . . . . _ . . . . . . . . . . . . - . . - . . . . . . - . $ 40 Bend Test . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . _ . . . . . . . - . . . . - . . . . . . . . . . . . 30 Weld Shear Test (Average of 4) ..... _ . . . _ . . . _ _ . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . 100 STRUCTURAL STEEL TESTS Tensile Test (Machining Not lncluded) . . . . . - . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . - Bend Test (Machining Not lncluded) ........ - . . . . . . . . - . - . . . . - . . . . . . . . . . - . . . . . . Machining Charges .............................. - . . . . . . . . . . . . . . . . . . . . . . . $ 40 30 50 HARDNESS TESTS Brinell Hardness, AS'IM E-20 . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . - . . . . . . . . . . . . . . . $ 50 Rockwell Hardness, ASTM E-18 . . . _ . . . . . . _ . . . . . . . . . . . . . . _ . . . . - . . . . . . . . . . . . . . 50 HIGH STRENGTH BOLT TESTS Bolt Intimate Load .............. _ . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . $ 90 Bolt Hardness ........... _. . . . . . . . . . . . . . . . . . . . . . _ . _ . . - . . . . . . . . . . . . . . . . . . . 60 Nut Hardness ............................. _ . . . _ . . . . . . . . . - . - . - . . . . . . - . . . 60 Washer Hardness . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . 60 Proof Loading, Balt or Nut . . . . . . . . . _ . . . . . . .. . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . 90 CALIBRATION Torque Wrench ..................... _ . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . - . . . . $110 Jack . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90 PRESTRESSING CABLES Tensile and Elongation, ASTM A-416 or ASTM A-421 ............................. Cable Preparation. . . . - . . - . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Tendon5: - . . -: . . . . . . --. ... . -. . . ,. .: . . . . . :. . . . - . .. . . . ,. . . . ;-. .. . . . .'. - . . " . . . . ... . . . . . . $100 ]00 Quotation '~-'10- . ""1/95 ),& r. "" ,;-/ ::;r :/ LAB ORA TORY TESTING (Continued) v. WELDING WELDER QUALIFICATION TESTING Structural Welding (Machining Included, Per Position - Witnessing Not Included) Groove Weld, 3/8" Plant ...................... _ . . . . . . . . . . . . . . . . . . . . . $110 Groove Weld, I" Plate . . . . . . . . . . . _ . _ _ . . . . . _ . . . . . . . . . . . . - . . . . . . . . . . . . 150 Light Gauge Welding: State Division of Architecture, School House Section Circular No.6, Plug and Bun Welding, 8 Specimens, Three Positions (Witnessing Not Included) . _ . . . . . . . . . . . . . . . . . . _ _ . . . . . . . . . . 240 Plug Welding: Two Specimens, One Position, Test Plates Included (Witnessing Not Included) . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . 120 Witnessing of Weld Test (per Hour) _.. _ . . . . . . . . . . . . . . _ _ . . . . . . . . . . . . . . . . . . . . . . 58 WELDED SPECIMEN TESTS Face Bend (preparation Not Included) ........................... - . . . . . . . . - . . . . Root Bend (Preparation Not Included) ..... - . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . Side Bend (Preparation Not Included) ................................... - . . . . . Free Bend (Reinforcing Steel) ... . . . . . . - . . . . . . . . . . . . . - - . . . . . . . . . . . . . . - . . . . . . . Nick Break (Reinforcing Steel) .... - . . . . . . . . . . - . . . . . . - - . . . . . . . . . . . . . . . . . . . . . . $ 25 ')~ -=> ')~ -=> 5 50 11 . . . )-) :;y(?; l- . ) :. LABORATORY TESTING ( Continued) VI. :MASONRY CONCRETE MASONRY UNITS TESTING - ASTM C-90 Specific Gravity and Unit Weight .. _ . . _ . . . . . . . . _ . . . . . . . . . . . . . - . - . . . . . . . - . . . . . $ 50 Moisture Content . . . . . . . . . . . . . . _ . . . . _ . . . . . . . . . . _ . . . . . . . . - . . . . . - . . . . . . . . . . 30 Compression Test, Masonry Units. ASTM C-140 . _ . . . . . . . . . _ . . . _ . . . . - . . . . . . . . - . . . 50 Absorption Test Including Moisture Content, Ma.<;onry Units. ASTM C-140 . _ . . . - . . . - . . . . . 50 Grouted Masonry. f\n Determinations. U.B.C. (Field Prep & Grouting Obs Not Included) Each ......... _ . . . . . _ _ . _ . . . _ _ . . . _ . . _ . . . . . . . . . . . . . . . . - . . . . . . . . . . 1 00 Per Set of 5 Composite Units ...... _ . . . . . . . . . . . . . . . . . . . - . . . . . . . . - - . . . . 450 Lineal Shrinkage. Masonry Unit, Title 24. Per Specimen . _ . . _ . . . . . . . . . . . . . . . . . . . . . . . lOO Tensile Test _ Masonry Units. Per Specimen _ _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 BRICK TESTS . Compression Test, ASTM C-67 . . . . . . . . . - . . . . . . . . . . . . . . . - . . . - . . . . . . . . . . . . . . - . Modulus of Rupture. ASTM C-67 ......... - . . . . . . . - . . . . . . . . . . . . . . . - . . . . . . . . . . Absorption Test and Coefficient, ASTM C-67 . . . . . . - . . - . . . . . . . . . . . . . . - . . . . . . . . . . . Shear Test on Masonry Cores .......... - . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . $ 30 40 45 60 GROUT AND MORTAR TESTS Compression Test, Grout Prisms (Sets of 3 or 4) . . . . . _ . . . . . . . . . . . . . . . . . - . . . . . . . . . . $ 75 Compression Test, Mortar Cylinders (Sets of 3 or 4) ....... _ . . . . . . . . _ . . . - . . . . . . . . . . 60 .-- 12 2/95 '7r.:{ 0" LABOR~ TORY TESTING (Continued) VII. ASPHALT AND PA VEM:ENT BITUMINOUS MATERL4LS, ASPHALT, ROAD OIL TESTING Cenuifuge. Kerosene Equivalent .. - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ Factor ... _ _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ and K", Factor Calculations . . . . . . . . . . . . . . . . . - . . . . - . . . . . . . . . . . . . . - . . . Extraction. Bitumen Percentage ASTM Method 2172 . _ . . . . . . . . . . _ . . . . . . . . . . . . . .. . . .. . . . . . - - . . . . . . . - California Method 310 . . . . . . . . . . . . . . . - . . - . . . . . - . . . . . . . . . . . . . . . . . . . . . Moisture Content. . . . . - . _ . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . - . . - . . . . . . . - Gradation of Extracted Sample .......................... - . . . . . . . . . . . . . - . . . . . Distillation. ASTM D-402 . . . . . . . . . . . . . . . . . . . . . . . - . . . . . - . . . . . . . - . . . . . . . . - . . . Film Suipping . . . _ . . . . . _ . . . . . . . . . - . - . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . Residue. By Distillation. Percent, ASTM D-244 .... - . . . . . . - - . . . . . . . . . - . . . . . . . . . . - By Evaporation, Percent, ASTM D-244 ............ - . . . . - . . . . . . . . . . . . . . . - Flash Point .. - . . . - . . . . . . . . . - . . . . . . . . . . . . - . - . . . . . . . . . . . . . . . . - . - . . . . . . . - . Penetration at 770 F, ASTM D-S . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . - . . . . Swell Test on Combined Aggregate, AASHTO T-IOl ................ - . . . . . . . . . . . . . A..sphalt Mix Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Stabilometer Value, California Method 304, Per Specimen (Pre-mixed Sample) . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . - . Per Specimen (Lab-mixed Sample) ...... - . . . . . . . . . . . . . . . . . . - . . . . . - . . . . . Tamping of 4-inch briquette (Pre-mixed Sample) per specimen ............... - . . . . . - - Specific Gravity of Compacted Sample or Core . . . . - . . . . . - . . . . . . . . . . . . . . . . . - . . . . . - Specific Gravity of Asphalt Concrete. ASTM D-2041, Rice Method . - . . - - . . . . . . . . . . . . . . Moisture Vapor Susceptibility. California Method 307 Per Specimen (Pre-mixed Sample) - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Per Specimen (Lab-mixed Sample) ... - . . . . . . . . . . - - . . . . . . . . . . - . . . . . . . . - . Surface Abrasion of Compacted Biwminous Mixtures, California Method 360-A. Per Set of 3 (Pre-mixed Sample) .. . . . . . - . . . . - - . . . . . . . . .,. . . . . . . . . . . . . . . . Per Set of 3 (Lab-mixed Sample) . . . . . . .": . . . . . . . . - . . . . . . . . . . . . . . . . . - . . . . Index of Retained Strength. ASTM D-I075 - Effect of Water on Cohesion Per Set of 6 (Lab-Mixed Samples - Not Including Mix Design) ............. - - . - Per Specimen (pre-mixed Sample) . . . . . . . . . . . . - . . - . . . . . . . . . . . . . . . . . . . . . . Maximum Density of Asphalt Concrete (Average of 5 Specimens - California Method) . . . - . . . Marshall Stability and Plastic Bow of Bituminous Materials, ASTM D-1559, Per Set of 3 (Field Mix) . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Per Set of 3 (Lab-mixed Samples - Not Including Mix Design) . . . . . . . . . . . . . . . . . . DISPOSAL * Solvent Disposal Fee (per Extraction) . -" . . . . . - .. . ~ . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . ~< ;/ ,.. /": A ' . :.It'"" . $ 90 90 80 120 ]80 50 80 300 60 300 70 80 80 80 . Quotation 90 ]SO 70 30 180 90 150 360 420 320 30 300 $150 2]0 $15 . ~ Soh-~nt.s. -lIfter use in conducting several of the lests. are design3.ted as "Hazardous Waste" :ind are subject 10 nominal disposal fees_ 13 . . . ~ 1 c6 /..' 1"' .Jr LABORATORY TESTING (Continued) VIII. MlSCELLA1\1EOUS LUMBER Specific Gravity and Shrinkage, ASTM D-143 .... _ _ . . . . . . . . . . _ . . . . . . - . . . . . . . . . . . $95 Moisture Content of Wood ASTM D-2016, Method "A" (Oven Dry) _..................... - . . . . - . . . . . 35 ASTM D~2016, Method "B" (Electronic Meter) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 PLYWOOD Plywood Glue Shear Test, ASTM D-805 ..................... - - . - . . - . . . . - . . . . . . Moisture Absorption of Plywood, ASTM D-805 ............ - . . . . - . . . . . . . - . . . . . . . - Quomtion $60 GLUE-LAMINATED TIMBERS Finger Joint Tension Test, AITC Test 106 (Preparation Not Included) . - . - . . . . . . . . . . . . . . . Bending Test for End Joints, AlTC Test 105 . . - . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . Adhesive Spread Measurement, AlTC Test 102 . . . . . - . . . . - . . . . . . . . . . . . . . . . . . . . . . . . Moisture Coment and Specific Gravity, AITC Test 111. ASTM D-805-72 ................ $40 40 40 60 GALVANIZED COATING Weight of Galvanized CoariDg, ASTM A-90 _ . . . . . . . . . . . . _ . . . . _ . . . . . . . . . . - . . . . - . . $65 FIREPROOFING Dry Density, ASTM E-605 (Each) . .. . . . . . . . . . . . . . . . . _ _ . . . . . . . . . . . . . . . . . . . . . . . $50 14 7/95 1181 Quarry Lane, Building 300 Pleasanton, CA 94566 (510) 462-4000 · FAX (510) 462-6283 January 27, 1998 Mr. Lee S. Thompson, Director Public Works Department City of Dublin 100 Civic Plaza Dublin, California 94568 Subject: Two- Year Contract Renewal Dear Mr. Thompson: ,r, }:/ .".~.; ".' ,. ... ~-.;"~ REC:;:~\rtEC J f. t;.,~ 9' X 'iO'~;: ",=:~f~ ;.!.,.' "'."~""''' ;'\t_~3L iC ',' 'r\,-,...... r--. \, \..' ._! :-; , .. ~ This letter is submitted in response to your letter dated January 13, 1998. We wish to renew our existing contract for the next two years. Furthermore, we are not requesting any change in rates or contract language. Respectfully submitted, BSK & Associates 1?.dx(J~ Alex Y. Eskandari., P.E. Manager, Geotechnical Services A YE:hhc (OEOIDA T AII...-~RS\CITY.DUBJ27) Copy to: File, City of Dublin Contract , \ :""" '~.e r.!; p<; ~'''f/) ...... .;<. iM";i{ ~-~ ~ ~ ~,&~i! =....~ - 'I' . . . RESOLUTION NO. - 98 ;j/ ~ r '7 )r . A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DUBLIN """"""""" APPROVING AMENDMENT TO AGREEMENT FOR GEOTECHNICAL SERVICES WITH BSK AND ASSOCIATES WHEREAS, the City Council of the City of Dublin approved an agreement for geotechnical setvices with BSK and Associates, on June 11, 1997~ and WHEREAS, said agreement contained a fee schedule which is not proposed to increase for the upcoming fiscal year~ and WHEREAS, the tenn ofthe agreement is proposed to be extended until June 30, 1999~ NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Dublin does hereby approve the amendment to the agreement (extension ofterm) with BSK and Associates, which is attached hereto as "Exhibit A" BE IT FURTHER RESOLVED that the Mayor is authorized to execute the amendment. . PASSED, APPROVED AND ADOPTED this 19th day of May, 1998. AYES: NOES: ABSENT: ABSTAIN: Mayor ATTEST: . City Clerk g:\engr\bsk\resoamnd . ,,-,vH\l:;~r~~ ~... ,r.. . t f1w., ~:.<:-~ ;.__~ t _ """" '-;jJ-. "'- /""' / ./F ;:(I~ ~) EXHIBIT "A" OF RESOLUTION _-98 AMENDMENT TO AGREEMENT BETWEEN CITY OF DUBLIN AND BSK AND ASSOCIATES FOR GEOTECHNICAL SERVICES WHEREAS, the City of Dublin (hereinafter referred to as llCITYll) and BSK and Associates (hereinafter referred to as llCONSULTANTll), entered into a one-year agreement on June 11, 1997, to provide engineering setvices to CITY; and WHEREAS, Consultant and the City of Dublin wish to extend the term of said agreement for an additional one-year period (terminating June 30, 1999); NOW, THEREFORE, the parties hereto agree as follows: Extension of Term The term of the agreement shall be extended to coincide with the end of the 1998-99 Fiscal Year; i.e., until June 30, 1999. CITY OF DUBLIN Mayor ATTEST: City Clerk BSK AND ASSOCIATES Date: . . .