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Home My WebLink About4.02 Geotech Services CITY CLERK File # D~[Q][Q]-[2][] AGENDA STATEMENT CITY COUNCIL MEETING DATE: June 17, 2008 SUBJECT: Amendment to Agreement with BSK Associates for General Geotechnical Services Report Prepared by: Melissa Morton, Public Works Dire~ ATTACHMENTS: 1) 2) 3) Resolution, together with Exhibit "A," Amendment Letter from BSK Associates Current Agreement and Amendment RECOMMENDATIO~ FINANCIAL STATEMENT: ~doPt the resolution approving the amendment to the Agreement. Under this Agreement, BSK Associates provides general materials testing and geotechnical services to the City based on the proposed rate schedule. The Consultant typically submits a not-to-exceed proposal for each specific project. Per Section 2.9 of the Agreement, BSK Associates is allowed to request a 4.2% rate increase for Fiscal Year 2008-2009 based on the Consumer Price Index (CPI) for Urban Wage Earners for the San Francisco-Oakland Bay Area for December 2007. DESCRIPTION: The City has contracted with BSK Associates since 1995 for geotechnical engineering services. The services provided to date have primarily been in the area of soils and materials testing for CIP projects, or geotechnical peer review for private development projects. The most current Agreement was approved on July 5, 2005, and was extended another two years on July 3, 2007, with a termination date of June 30, 2009. Per Section 2.9 of the Agreement, a rate increase is allowed for the second year of the term. The rate schedule proposed by BSK Associates reflects an increase of 4.2%, which is consistent with the December 2007 cpr for Urban Wage Earners for the San Francisco-Oakland Bay Area. COpy TO: Elizabeth Levi, BSK ITEM NO. Lf.2.. Page 1 of2 G:\CONSULTANTS\bsk\agst amendment 08-09.doc Under this Agreement, BSK provides specific per-task estimates for each project and obtains written authorization from the City before proceeding with the work. The cost of work related to CIP projects is budgeted within each project, and the cost of work related to private developments is paid for by developers. The work performed to date by BSK Associates has been satisfactory, professional, and competitive, and Staff recommends that the City Council adopt the Resolution approving the amendment to the Agreement. Page 2 of2 1~41 RESOLUTION NO. - 08 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DUBLIN ********* APPROVING AMENDMENT TO AGREEMENT WITH BSK ASSOCIATES FOR GEOTECHNICAL ENGINEERING SERVICES WHEREAS, the City of Dublin, State of California, entered into a two-year agreement with BSK Associates on July 5,2005, to perform geotechnical engineering services; and WHEREAS, the term of the agreement was extended an additional two years until June 30, 2009, allowing BSK Associates to request an adjustment of rates for the second year of the term; and WHEREAS, Consultant is requesting an adjustment of rates for Fiscal Year 2008-2009 as allowed by Section 2.9 ofthe Agreement; NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Dublin does hereby approve the Amendment to the Agreement with BSK Associates, which is attached hereto as "Exhibit A." BE IT FURTHER RESOLVED that the Mayor is authorized to execute the Amendment to the Agreement. PASSED, APPROVED AND ADOPTED this 17th day of June, 2008, by the following vote: AYES: NOES: ABSENT: ABSTAIN: Mayor ATTEST: City Clerk G:\CONSULTANTS\bsk\reso amendment 08-09.doc ATI~J. ;?~f Y I EXHIBIT "A" OF RESOLUTION _-08 AMlliNDMlliNTTO AGREEMlliNT BETWEEN CITY OF DUBLIN AND BSK ASSOCIATES FOR GEOTECHNICAL ENGINEERING SERVICES WHEREAS, the City of Dublin (hereinafter referred to as "CITY") and BSK Associates (hereinafter referred to as "CONSULTANT"), entered into a two-year agreement on July 19, 2005, to provide geotechnical engineering services to CITY; and WHEREAS, CONSULTANT has requested an adjustment of rates for Fiscal Year 2008-2009; NOW, THEREFORE, the parties hereto agree as follows: Section 1. Adiustment of Rates The rate schedule attached hereto as Exhibit 1 shall be in effect for Fiscal Year 2008-2009. CITY OF DUBLIN BSK ASSOCIATES retmLh~~' JanetLockhart,~ayor Elizabeth Levi, Pleasanton Branch Manager A TIEST: Date: 5"'/EiJ 0 8 City Clerk G:\CONSUL T ANTS\bsk\amendment 08-09 BSK.doc EX.u A. Tn th~ R~c:nllltinn aSK ASSOCIATES 2008-2009 FEE SCHEDULE 3'141 CLASSIFICATION PROFESSIONAL: 2008-2009 PROPOSED RATE Senior Principal $ 161 Principal 150 Associate Principal 140 Senior Professional 129 Project Professional II 118 Project Professional I 107 Staff Professional 97 Junior Professional 85 FIELD TECHNICAL:. Supervisor $ 97 Inspector 80 Technician 80 OFFICE AND LABORATORY TECHNICAL: Supervisor $ 97 Technician 65 Draftsman 65 Word Processor 43 General Typist/Office Aide 32 C:\Documents and Settings\michelle\exhibit 1 amendment 08-09 BSK.doc tr ';f '-I ( BSI{ ., 1181 Quarry Lane, Building 350 Pleasanton, CA 94566 (925) 462-4000 · FAX (925) 462-6283 14 February 2008 BSK REF. NO. CP080025 Ms. Melissa A. Morton Public Works Director City of Dublin 100 Civic Plaza Dublin, Calit()l11ia 94568 Subject City of Dublin Contract with BSK Associates Fiscal Year 2008-2009 Dear Ms. Morton: Tn reference to your letter of 25 January 200R, BSK Associates (13SK) hereby requests a two-year cxtcnsion ofthe existing contract. Also, all our ratcs tl.)r personnel, equipment cUld laboratory testing will remain unchanged except the rate for Technicianllnspcctor level. We request that the Technician/Inspector level rate be changed frOln $77/hour to $80/hour, an increase of 4% due to inflation. A complete set ofBSK's 200g Fcc Schedule is attached to this letter. * '" *- We look forward to continue providing ow' services to the City of Dublin. We would be happy to set up a meeting with you and/or your staff'to discuss the potential workload for the upcoming year at your earlie~t convenience. Respectfully submitted, RSK Associates flL1JL/:Jb!A. (2, ~\ Elizabeth A. Levi Construction Scrvices Group Manager EAL: ea1 (C:\CeDtl!ch\ContrOlCI...\DublinC.omrlll:r (~y O~-OlJ),\Vpd) Attuclnnent: BSK Associates 2008-2009 Fee Schedule Geotechnic:!ll Engineering. Engineering Geology. Environmental Service5 . Construction Insl lIT ICIIENT k 5 r:f 41 CONSULTING SERVICES AGREEMENT BETWEEN THE CITY OF DUBLIN AND BSK ASSOCIATES THIS AGREEMENT for consulting services is made by and between the CITY OF DUBLIN f'City"} and aSK ASSOCIATES ("Consultant") as of July 5, 2005. Section 1. SERVICES. SUbject to the terms and conditions set forth in this Agreement, Consultant shall provide to City the services described in the Scope of Work attached as Exhibit A at the time and place and in the manner specified therein. In the event of a conflict in or inconsistency between the terms of this Agreement and Exhibit A, the Agreement shall prevail. 1.1 Term of Services. The term of this Agreement shall begin on the date first noted above and shall end on June 30,2007, the date of completion specified in Exhibit A. and Consultant shall complete the work described in Exhibit A prior to that date, unless the term of the Agreement is otherwise terminated or extended, as provided for in Section 8. The time provided to Consultant to complete the services required by this Agreement shall not affect the City's right to terminate the Agreement, as provided for in Section 8. 1.2 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 its profession. Consultant shall prepare all work products required by this Agreement in a substantial, first-class manner and shall conform to the standards of quality normally observed by a person practicing in Consultant's profession. 1.3 Assignment of 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 reassignment of any such persons, Consultant shall, immediately upon receiving notice from City of such desire of City, reassign such person or persons. 1.4 Time. Consultant shall devote such time to the performance of services pursuant to this Agreement as may be reasonably necessary to meet the standard of performance provided in Section 1.1 above and to satisfy Consultant's obligations hereunder. Consultant shall not be responsible for delays beyond Consultant's reasonable control. Section 2. COMPENSATION. City hereby agrees to pay Consultant for services outlined in Exhibit A in accordance with the hourly rate schedule attached hereto as Exhibit B. In the event of a conflict between this Agreement and Consultant's proposal, attached as Exhibit A, regarding the amount of compensation, the Agreement shall prevail. City shall pay Consultant for services rendered pursuant to this Agreement at the time and in the manner set forth herein. City shall pay Consultant for services rendered pursuant to this Agreement at the time and in the manner set forth herein. The payments specified below shall be the only payments from City to Consultant for services rendered pursuant to this Agreement. Consultant shall submit all invoices to City in the manner specified herein, Except as specifically authorized by City, Consultant shall not bill City for duplicate services performed by more than one person. Consulting Services Agreement between City of Dublin and aSK Associates IITICIIENT ~ o ~ LJI Consultant and City acknowledge and agree that compensation paid by City to Consultant under this Agreement is based upon Consultant's estimated costs of providing the services required hereunder, including salaries and benefits of employees and subcontractors of Consultant. Consequently, the parties further agree that compensation hereunder is intended to include the costs of contributions to any pensions and/or annuities to which Consultant and its employees, agents, and subcontractors may be eligible. City therefore has no responsibility for such contributions beyond compensation required under this Agreement. 2.1 Invoices. Consultant shall submit invoices, not more often than once a month during the term of this Agreement, based on the cost for services performed and reimbursable costs incurred prior to the invoice date. Invoices shall contain the following information: · Clear numerical identification, with no duplication of numbering; · The beginning and ending dates of the billing period; · A Task Summary containing the original contract amount, the amount of prior billings, the total due this period, the balance available under the Agreement. and the percentage of completion; · At City's option, for each work item in each task, a copy of the applicable time entries or time sheets shall be submitted showing the name of the person doing the work, the hours spent by each person I a brief description of the work, and each reimbursable expense; · The total number of hours of work performed under the Agreement by Consultant and each employee, agent, and subcontractor of Consultant performing services hereunder, as well as a separate notice when the total number of hours of work by Consultant and any individual employee. agent, or subcontractor of Consultant reaches or exceeds 800 hours, which shall include an estimate of the time necessary to complete the work described in Exhibit A; · The Consultant's signature. 2.2 Monthlv Payment. City shall make monthly payments. based on invoices received, for services satisfactorily performed, and for authorized reimbursable costs incurred. City shall have 30 days from the receipt of an invoice that complies with all of the requirements above to pay Consultant. 2.3 Total Payment. 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. In no event shall Consultant submit any invoice for an amount in excess of the maximum amount of compensation provided above either for a task or for the entire Agreement. unless the Agreement is modified prior to the submission of such an invoice by a properly executed change order or amendment. Consulting Services Agreement between City of Dublin and BSK Associates July 5, 2005 Page 2 of 14 7~41 2.4 Hourlv Fees. Fees for work perfonned by Consultant on an hourly basis shall not exceed the amounts shown on the compensation schedule attached hereto as Exhibit B. 2.5 Reimbursable ExDenses. Reimbursable expenses are included in the total amount of compensation provided under this Agreement that shall not be exceeded. 2.6 Payment of Taxes. Consultant is solely responsible for the payment of employment taxes incurred under this Agreement and any similar federal or state taxes. 2.7 Payment upon Termination. In the event that the City or Consultant terminates this Agreement pursuant to Section 8, the City shall compensate the Consultant for all outstanding costs and reimbursable expenses incurred for work satisfactorily completed as of the date of written notice of termination. Consultant shall maintain adequate logs and timesheets in order to verify costs incurred to that date. 2.8 Authorization to Perform Services. The Consultant is not authorized to perform any services or incur any costs whatsoever under the terms of this Agreement until receipt of authorization from the Contract Administrator. 2.9 Rate Adiustments. Consultant will be entitled to an annual rate adjustment upon each annual anniversary of this Agreement, the amount of said increase to be approved by the City. The base for computing the adjustment shall be the Consumer Price Index for Urban Wage Earners for the San Francisco-Oakland Bay Area published by the U.S. Department of Labor, Bureau of Labor Statistics (Index) which is published for the year ending in February. If the Index has increased over the Index for the prior year, the rates for the following year shall be established by multiplying the rates for the current year by a fraction, the numerator of which is the Renewa/lndex and the denominator of which is the Index for the preceding year. In no case shall the adjusted rates be less than the initial rates as set forth in Exhibit B. A sample calculation is set forth below. The Public Works Director shall calculate the adjusted rate on each anniversary date of this agreement and shall provide notice to Consultant of such new rates. SAMPLE CALCULATION: (Using 1% index increase as an example) HOURLY CHARGE RATE INDEX INCREASE (Assuming 1%) 150 x .01 = 1.50 $150.00/hr 1.50/hr $151.50Ihr Section 3. FACILITIES AND EQUIPMENT. Except as set forth herein, Consultant shall, at its sole cost and expense, provide all facilities and equipment that may be necessary to perform the services required by this Agreement. City shall make available to Consultant only the facilities and equipment listed in this section, and only under the terms and conditions set forth herein. City shall furnish physical facilities such as desks, filing cabinets, and conference space, as may be reasonably necessary for Consultant's use while consulting with City employees and reviewing records Consulting Services Agreement between City of Dublin and BSK Associates July 5, 2005 Page 3 of 14 8 ';f4j and the information in possession of the City. The location, quantity, and time of furnishing those facilities shall be in the sole discretion of City. In no event shall City be obligated to furnish any facility that may involve incurring any direct expense, including but not limited to computer, long-distance telephone or other communication charges, vehicles, and reproduction facilities. Section 4. INSURANCE REQUIREMENTS. Before beginning any work under this Agreement, Consultant, at its own cost and expense, shall procure "occurrence coverage" insurance against claims for injuries to persons or damages to property that may arise from or in connection with the periormance of the work hereunder by the Consultant and its agents, representatives, employees, and subcontractors. Consultant shall provide proof satisfactory to City of such insurance that meets the requirements of this section and under forms of insurance satisfactory in all respects to the City. Consultant shall maintain the insurance policies required by this section throughout the term of this Agreement. The cost of such insurance shall be included in the Consultant's bid. Consultant shall not allow any subcontractor to commence work on any subcontract until Consultant has obtained all insurance required herein for the subcontractor(s) and provided evidence thereof to City. Verification of the required insurance shall be submitted and made part of this Agreement prior to execution. 4.1 Workers' ComDensation. Consultant shall, at its sole cost and expense, maintain Statutory Workers' Compensation Insurance and Employer's Liability Insurance for any and all persons employed directly or indirectly by Consultant. The Statutory Workers' Compensation Insurance and Employe~s Liability Insurance shall be provided with limits of not less than ONE MILLION DOLLARS ($1,000,000.00) per accident. In the alternative, Consultant may rely on a self-insurance program to meet those requirements, but only if the program of self-insurance complies fully with the provisions of the California Labor Code. Determination of whether a self-insurance program meets the standards of the Labor Gode shall be solely in the discretion of the Contract Administrator. The insurer, if insurance is provided, or the Consultant, if a program of self-insurance is provided, shall waive all rights of subrogation against the City and its officers, officials, employees, and volunteers for loss arising from work periormed under this Agreement. An endorsement shall state that coverage shall not be canceled except after thirty (30) days' prior written notice by certified mail, return receipt requested, has been given to the City. Consultant shall notify City within 14 days of notifICation from Consultant's insurer if such coverage is suspended, voided or reduced in coverage or in limits. 4.2 Commercial General and Automobile Liability Insurance. 4.2.1 General reQuirements. Consultant, at its own cost and expense, shall maintain commercial general and automobile liability insurance for the term of this Agreement in an amount not less than ONE MILLION DOLLARS ($1,000,000.00) per occurrence, combined single limit coverage for risks associated with the work contemplated by this Agreement. If a Commercial General Liability Insurance or an Automobile Liability form or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to the work to be performed under this Agreement or the general aggregate limit shall be at least Consulting Services Agreement between City of Dublin and BSK Associates July 5, 2005 Page 4 of 14 q~41 twice the required occurrence limit. Such coverage shall include but shall not be limited to, protection against claims arising from bodily and personal injury, including death resulting therefrom, and damage to property resulting from activities contemplated under this Agreement. including the use of owned and non-owned automobiles. 4.2.2 Minimum SCODe of coveraae. Commercial general coverage shall be at least as broad as Insurance Services Office Commercial General Liability occurrence form CG 0001 (ed. 11/88) or Insurance Services Office form number GL 0002 (ed. 1173) covering comprehensive General Liability and Insurance Services Office fonn number GL 0404 covering Broad Form Comprehensive General Liability. Automobile coverage shall be at least as broad as Insurance Services Office Automobile Liability form CA 0001 (ed. 12190) Code Band 9 ("any auto"). No endorsement shall be attached limiting the coverage. 4.2.3 Additional regUlrements. Each of the following shall be included in the insurance coverage or added as an endorsement to the policy: 8. City and its officers, employees, agents, and volunteers shall be covered as additional insureds with respect to each of the following: liability arising out of activities performed by or on behalf of Consultant, including the insured's general supervision of Consultant; products and completed operations of Consultant; premises owned, occupied, or used by Consultant; and automobiles owned, leased, or used by the Consultant. The coverage shall contain no special limitations on the scope of protection afforded to City or its officers, employees, agents, or .volunteers. b. The insurance shall cover on an occurrence or an accident basis, and not on a claims-made basis. c. An endorsement must state that coverage is primary insurance with respect to the City and its officers, officials, employees and volunteers, and that no insurance or self-insurance maintained by the City shall be called upon to contribute to a loss under the coverage. d. Any failure of CONSULTANT to comply with reporting provisions of the policy shall not affect coverage provided to CITY and its officers, employees, agents, and volunteers. e. An endorsement shall state that coverage shall not be canceled except after thirty (30) days' prior written notice by certified mail, return receipt requested, has been given to the City. Consultant shall notify City within 14 days of notification from Consultant's insurer if such coverage is suspended, voided or reduced in coverage or in limits. Consulting Services Agreement between City of Dublin and BSK Associates July 5, 2005 Page 5 of 14 IQ ~ 41 4.3 Professional Liability Insurance. Consultant, at its own cost and expense, shall maintain for the period covered by this Agreement professional liability insurance for licensed professionals performing work pursuant to this Agreement in an amount not less than ONE MILLION DOLLARS ($1,000,000) covering the licensed professionals' errors and omissions. 4.3.1 Any deductible or self-insured retention shall not exceed $150,000 per claim. 4.3.2 An endorsement shall state that coverage shall not be suspended. vOided, canceled 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. 4.3.3 The following provisions shall apply if the professional liability coverages are written on a claims-made form: a. The retroactive date of the policy must be shown and must be before the date of the Agreement. b. Insurance must be maintained and evidence of insurance must be provided for at least five years after completion of the Agreement or the work, so long as commercially available at reasonable rates. c. If coverage is canceled or not renewed and it is not replaced with another claims-made policy form with a retroactive date that precedes the date of this Agreement, Consultant must provide extended reporting coverage for a minimum of five years after completion of the Agreement or the work. The City shall have the right to exercise, at the Consultant's sole cost and expense, any extended reporting proviSions of the policy, if the Consultant cancels or does not renew the coverage. d. A copy of the claim reporting requirements must be submitted to the City prior to the commencement of any work under this Agreement. 4.4 All Policies Requirements. 4.4.1 Accectabllltv of Insurers. All insurance required by this section is to be placed with insurers with a Bests' rating of no less than AVII. 4.4.2 Verification of coveraae. Prior to beginning any work under this Agreement, Consultant shall fumish City with certificates of insurance and with original endorsements effecting coverage required herein. The certificates and endorsements for each insurance policy are to be signed by a person authorized Consulting Services Agreement between City of Dublin and BSK Associates July 5, 2005 Page 6 of 14 II ~ 4 i by that insurer to bind coverage on its behalf. The City reserves the right to require complete, certified copies of all required insurance policies, at any time. 4.4.3 Subcontractors. Consultant shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the requirements stated herein. 4.4.4 Variation. The City may approve a variation in the foregoing 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. 4.4.5 Deductible. and Self-Insured Retentions. Consultant shall disclose to and obtain the approval of City for the self-insured retentions and deductibles before beginning any of the services or work called for by any term of this Agreement. During the period covered by this Agreement, only upon the prior express written authorization of Contract Administrator. Consultant may increase such deductibles or self-insured retentions with respect to City. its officers, employees. agents, and volunteers. The Contract Administrator may condition approval of an increase in deductible or self-insured retention levels with a requirement that Consultant procure a bond, guaranteeing payment of losses and related investigations, claim administration. and defense expenses that is satisfactory in all respects to each of them. 4.4.6 Notice of Reduction in Coveraae. In the event that any coverage required by this section is reduced, limited, or materially affected in any other manner, Consultant shall provide written notice to City at Consultant's earliest possible opportunity and in no case later than five days after Consultant is notified of the change in coverage. 4.5 Remedies. In addition to any other remedies City may have if Consultant fails to provide or maintain any insurance policies or policy endorsements to the extent and within the time herein required, City may, at its sole option exercise any of the following remedies, which are altematives to other remedies City may have and are not the exclusive remedy for Consultant's breach: . Obtain such insurance and deduct and retain the amount of the premiums for such insurance from any sums due under the Agreement; · Order Consultant to stop work under this Agreement or withhold any payment that becomes due to Consultant hereunder, or both stop work and withhold any payment, until Consultant demonstrates compliance with the requirements hereof; and/or Consulting Services Agreement between City of Dublin and BSK Associates July 5, 2005 Page 7 of 14 R ~ LfJ I .. Terminate this Agreement. Section 5. INDEMNIFICATION AND CONSULTANT'S RESPONSIBILITIES. Consultant shall indemnify, defend with counsel selected by the City, and hold harmless the City and its officials, officers, employees, agents, and volunteers from and against any and.alllosses, liability, claims, suits, actions, damages, and causes of action arising out of any personal injury, bodily injury, loss of life, or damage to property, or any violation of any federal, state, or municipal law or ordinance, to the extent caused, in whole or in part, by the willful misconduct or negligent acts or omissions of Consultant or its employees, subcontractors, or agents, by acts for which they could be held strictly liable, or by the quality or character of their work. The foregoing obligation of Consultant shall not apply when (1) the injury, loss of life, damage to property, or violation of law arises wholly from the negligence or willful mis(X>nduct of the City or its officers, employees, agents, or volunteers and (2) the acUons of Consultant or its employees. subcontractor, or agents have contributed in no part to the injury, loss of life, damage to property, or violation of law. It is understood that the duty of Consultant to indemnify and hold harmless includes the duty to defend as set forth in Section 2778 of the California Civil Code. Acceptance by City of insurance certificates and endorsements required under this Agreement does not relieve Consultant from liability under this indemnification and hold harmless clause. This indemnification and hold harmless clause shall apply to any damages or claims for damages whether or not such insurance policies shall have been determined to apply. By execution of this Agreement, Consultant acknowledges and agrees to the provisions of this Section and that it is a material element of consideration. In the event that Consultant or any employee, agent, or subcontractor of Consultant providing services under this Agreement is determined by a court of competent jurisdiction or the California Public Employees Retirement System (PERS) to be eligible for enrollment in PERS as an employee of City, Consultant shall indemnify, defend, and hold harmless City for the payment of any employee and/or employer contributions for PERS benefits on behalf of Consultant or its employees, agents, or subcontractors, as well as for the payment of any penalties and interest on such contrtbutions, which would otherwise be the responsibility of City. Section 6. STATUS OF CONSULTANT. 6.1 Indegendent 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 services rendered pursuant to this Agreement and assignment of personnel pursuant to Subparagraph 1.3; however, otherwise City shall not have the right to control the means by which Consultant accomplishes services rendered pursuant to this Agreement. Notwithstanding any other CIty, state, or federal policy, rule, regulation, law, or ordinance to the contrary, Consultant and any of its employeesl agents, and subcontractors providing services under this Agreement shall not qualify for or become entitled to, and hereby agree to waive any and all claims to, any compensation, benefit, or any incident of employment by City, including but not limited to eligibility to enroll in the California Public Employees Retirement System (PERS) as an employee of City and entitlement to any contribution to be paid by City for employer contrtbutions and/or employee contributions for PERS benefits. Consulting Services Agreement between City of Dublin and BSK Associates July 5, 2005 Page 8 of 14 /314 i 6.2 Consultant No Aaent. 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, Section 1. LEGAL REQUIREMENTS. 7.1 Governing Law. The laws of the State of California shall govern this Agreement. 7.2 ComDllance with Applicable Laws. Consultant and any subcontractors shall comply with all laws applicable to the performance of the work hereunder. 7.3 Other Governmental Reaulations. To the extent that this Agreement may be funded by fiscal assistance from another governmental entity, Consultant and any subcontractors shall comply with all applicable rules and regulations to which City is bound by the terms of such fiscal assistance program. 1.4 Licenses and Permits. Consultant represents and warrants to City that Consultant and its employees, agents, and any subcontractors have all licenses, permits, qualifications, and approvals of whatsoever nature that are legally required to practice their respective professions. Consultant represents and warrants to City that Consultant and its employees, agents, any subcontractors shall, at their sole cost and expense, keep in effect at all times during the term of this Agreement any licenses, permits, and approvals that are legally required to practice their respective professions. In addition to the foregoing, Consultant and any subcontractors shall obtain and maintain durtng the term of this Agreement valid Business Licenses from City. 7.5 Nondiscrimination and Egual Opportunity. Consultant shall not discriminate, on the basis of a person's race, religion, color, national origin, age, physical or mental handicap or disability, medical condition, marital status, sex, or sexual orientation, against any employee, applicant for employment, subcontractor, bidder for a subcontract, or participant in, recipient of, or applicant for any services or programs provided by Consultant under this Agreement. Consultant shall comply with all applicable federal, state, and local laws, policies, rules, and requirements related to equal opportunity and nondiscrimination in employment, contracting, and the provision of any services that are the subject of this Agreement, including but not limited to the satisfaction of any positive obligations required of Consultant thereby. Consultant shall include the provisions of this Subsection in any subcontract approved by the Contract Administrator or this Agreement. Consulting Services Agreement between City of Dublin and BSK Associates July 5, 2005 Page 9 of 14 J'-f ~ 41 Section 8. TERMINATION AND MODIFICATION. 8.1 Termination. City may cancel this Agreement at any time and without cause upon written notification to Consultant. Consultant may cancel this Agreement upon thirty (30) days' written notice to City and shall include in such notice the reasons for cancellation. In the event of termination, Consultant shall be entitled to compensation for services performed to the effective date of termination; City, however, may condition payment of such compensation upon Consultant delivering to City any or all documents, photographs, computer software, video and audio tapes, and other materials provided to Consultant or prepared by or for Consultant or the City in connection with this Agreement. 8.2 Extension. City may. in its sole and exclusive discretion, extend the end date of this Agreement beyond that provided for in Subsection 1.1. Any such extension shall require a written amendment to this Agreement. as provided for herein. Consultant understands and agrees that, if City grants such an extension, City shall have no obligation to provide Consultant with compensation beyond the maximum amount provided for in this Agreement. Similarly, unless authorized by the Contract Administrator, City shall have no obligation to reimburse Consultant for any otherwise reimbursable expenses incurred during the extension period. 8.3 Amendments. The parties may amend this Agreement only by a writing signed by all the parties. 8.4 Assignment and Subcontractina. City and Consultant recognize and agree that this Agreement contemplates personal performance by Consultant and is based upon a determination of Consultant's unique personal competence, experience, and specialized personal knowledge. Moreover, a substantial inducement to City for entering into this Agreement was and is the professional reputation and competence of Consultant. Consultant may not assign this Agreement or any interest therein without the prior written approval of the Contract Administrator. Consultant shall not subcontract any portion of the performance contemplated and provided for herein, other than to the subcontractors noted in the proposal, without prior written approval of the Contract Administrator. 8.5 Survival. All obligations arising prior to the termination of this Agreement and all provisions of this Agreement allocating liability between City and Consultant shall survive the termination of this Agreement. 8.6 ODtions upon Breach by Consultant. If Consultant materially breaches any of the terms of this Agreement, City's remedies shall included, but not be limited to, the following: 8.6.1 Immediately terminate the Agreement; Consulting Services Agreement between City of Dublin and aSK Associates July 5, 2005 Page 10 of 14 J5 ~ L; I 8.6.2 Retain the plans, specifications, drawings, reports, design documents, and any other work product prepared by Consultant pursuant to this Agreement; 8.6.3 Retain a different consultant to complete the work described in Exhibit A not finished by Consultant; or 8.6.4 Charge Consultant the difference between the cost to complete the work described in Exhibit A that is unfinished at the time of breach and the amount that City would have paid Consultant pursuant to Section 2 if Consultant had completed the work. Section 9. KEEPING AND STATUS OF RECORDS. 9.1 Records Created as Part of Consultant's Performance. All reports, data, maps, models, charts, studies, surveys, photographs, memoranda, plans, studies, specifications, records, files, or any other documents or materials, in electronic or any other form, that Consultant prepares or obtains pursuant to this Agreement and that relate to the matters covered hereunder shall be the property of the City. Consultant hereby agrees to deliver those documents to the City upon termination of the Agreement. It is understood and agreed that the documents and other materials, including but not limited to those described above, prepared pursuant to this Agreement are prepared specifically for the City and are not necessarily suitable for any future or other use. City and Consultant agree that, until final approval by City, all data, plans, specifications, reports and other documents are confidential and will not be released to third parties without prior written consent of both parties. 9.2 Consultant's Books and Records. Consultant shall maintain any and all ledgers, books of account, invoices, vouchers, canceled checks, and other records or documents evidencing or relating to charges for services or expenditures and disbursements charged to the City under this Agreement for a minimum of three (3) years, or for any longer period required by law, from the date affinal payment to the Consultant to this Agreement. 9.3 InsDection and Audit of Records. Any records or documents that Section 9.2 of this Agreement requires Consultant to maintain shall be made available for inspection, audit, and/or copying at any time during regular business hours, upon oral or written request of the City. Under California Government Code Section 8546.7, if the amount of public funds expended under this Agreement exceeds TEN THOUSAND DOLLARS ($10,000.00), the Agreement shall be subject to the examination and aud~ of the State Auditor, at the request of City or as part of any audit of the City, for a period of three (3) years after final payment under the Agreement. Section 10 MISCELLANEOUS PROVISIONS. 10.1 Attornevs' Fees. If a party to this Agreement brings any action, including an action for declaratory relief, to enforce or interpret the provision of this Agreement, the prevailing Consulting Services Agreement between City of Dublin and BSK Associates July 5, 2005 Page 11 of 14 10 ~ 4 I " party shall be entitled to reasonable attorneys' fees in addition to any other relletto which that party may be entitled, The court may set such fees in the same action or in a separate action brought for that purpose. 10.2 Venue. In the event that either party brings any action against the other under this Agreement, the parties agree that trial of such action shall be vested exclusively in the state courts of California in the County of Alameda or in the United States District Court for the Northern District of California. 10.3 Severabilitv. If a court of competent jurisdiction finds or rules that any provision of this Agreement is invalid, void, or unenforceable, the provisions of this Agreement not so adjudged shall remain in full force and effect. The invalidity in whole or in part of any provision of this Agreement shall not void or affect the validity of any other provision of thJs Agreement. 10.4 No ImDlied Waiver of Breach. The waiver of any breach of a specific provision of this Agreement does not constitute a waiver of any other breach of that term or any other term of this Agreement. 10.5 Successors and Assians. The provisions of this Agreement shall inure to the benefit of and shall apply to and bind the successors and assigns of the parties. 10.6 Use of Recvcled Products. Consultant shall prepare and submit all reports, written studies and other printed material on recycled paper to the extent it is available at equal or less cost than virgin paper. 10.7 Conflict of Interest. Consultant may serve other clients, but none whose activities within the corporate limits of City or whose business, regardless of location, would place Consultant in a Mconflict of interest,. as that term is defined in the Political Reform Act, codified at California Government Code Section 81000 et seq. Consultant shall not employ any City official in the work performed pursuant to this Agreement. No officer or employee of City shall have any financial interest in this Agreement that would violate California Government Code Sections 1090 et seq. Consultant hereby warrants that it is not now, nor has it been in the previous twelve (12) months, an employee, agent, appointee, or official of the City. If Consultant was an employee, agent, appointee, or official of the City in the previous twelve months, Consultant warrants that it did not participate in any manner in the forming of this Agreement. Consultant understands that, if this Agreement is made in violation of Government Code ~1 090 et.seq., the entire Agreement is void and Consultant will not be entitled to any compensation for services performed pursuant to this Agreement, including reimbursement of expenses, and Consultant will be required to reimburse the City for any sums paid to the Consultant. Consultant understands that, in addition to the foregoing, it Consulting Services Agreement between City of Dublin and BSK Associates July 5, 2005 Page 12 of 14 /1 ~ 4./ may be subject to criminal prosecution for a violation of Govemment Code i 1090 and, if applicable, will be disqualified from holding public office in the State of California. 10.8 Solicitation. Consultant agrees not to soliclt business at any meeting, focus group, or interview related to this Agreemen~ either orally or through any written malerials. 10.9 Contract Adminiltration. This Agreement shall be administered by Melissa Morton, PubliC Works Director rContract Administrator-). All oorrespondence shall be directed to or through the Contract Administrator or his or her designee. 10.10 Notices. Any written notice to Consultant shal be sent to: Alex Eskandarl, P.E. BSK Associates 1181 Quarry Lane, BlcIg 300 Pleasanton, CA 94566 Any written notice to City shall be sent to: Melissa Morton City of Dublin Public Works 100 Civic Plaza Dublin, CA 94568 10.11. Professional Seal. Where applicable In the determination of the contract administrator, the first page of a technical report, first page of design specifications, and each page of construction drawings shall be stamped/sealed and signed by the licensed professional responsible for the report/design preparation. The stamp/seal shall be In a block entitled -Seal and Signature of Registered Professional with report/design responsibility,' as in the following example. Seal and Signature of Registered Professional with report/design responsibility. 10.12 Intearatlon. This Agreement including the scope of work attached hereto and incorporated herein as Exhibit A. represents the entire and integrated agreement between City and Consultant and supersedes all prior negotiations, representations, or agreements, either written or oral. Consulting Services Agreement between City of Dublin and BSK Associates July 5, 2005 Page 13 of 14 Approved as to Form: cifdL X fL Elizabeth Silver. City Attomey G:\CONSULT ANTSlbsklnuw consulting agreement 070505.dOC )g ~ 4/ Y. A ex Eskandari, P .E. Manager, Geo-Envimnmental Services Consulting Services Agreement between City of Dublin and BSK Associates July 5, 2005 Page 14 of 14 /'1 ~ 4 J EXHIBIT A SCOPE OF SERVICES 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 notyto-exceed fee on a project by project basis as proposed in attached letter dated January 27 J 2005. G:\CONSUI. TANTS\bsk\new consulting agreement 070505.doc Consulting Services Agreement between City of Dublin and aSK Associates--Exhibit A July 5, 2005 Page 1 of 1 ~o ~ 4/ 1181 Quarry !..ana. Buildi~ 300 Pleasanton. CA 94566 (925) 462-4000 · FAX (925) 462..6283 January 27,2005 Ref.: Dublin Annual Contract (GPOS-OOS) Ms. Melissa A. Morton. Public Works Director City of Dublin 100 Civic Plaza Dublin, California 94568 Subject: Comments on Revised Consultant Agreement and Proposed Fiscal Year 2005-2006 Rates .\, -~. Dear Ms. Morton: We have reviewed the revised consultant agreement received with your cover letter. dated Decembe.f 22. 2004. The only cownent we have about this updated agreement concerns the compensation clause, Section 2. We would like to see this section state that BSK Associates (BSK) will submit a cost estimate for our services for each task order received from the City of Dublin based on our understanding of the project nature and requirements. However, the actual billing may differ from the origirial estimate as a result of unforeseen encountered site conditions, weather impact, workscope change and other factors beyond our control. In response to yOW" letter of January 7, 2005 regarding Fiscal Year 2005-2006 Contract Rates, we propose the following: 1) Our fee schedule for Geotechnical Consulting and Material Testing Services for Fiscal Year 2005- 2006 will stay unchanged except for T echnician/Inspector level, as shown in table below. Because of inflation and the Prevailing Wage nature of work involved. this rate will be increased from S70fHour to $7SlHour. Classification CUlTent 2004-2005 Proposed 2005-2006 Percent Change Rate Rate Principal " $140 $140 No Change Senior Professional 120 120 No Change Project Professional n 110 110 . No Change Staff Professional and 90 90 No Change Supervisor Field 70 75 7.1 % TechnicianlInspector Word Processor 40 40 No Change Laboratory Compaction 150 150 No Change Curve Sieve Analysis 120 120 No Change Concrete Compression 70 70 No Change Geotechnical Engineering · Engineering Geology · Environmental Servlcee · Construction Inspeotlon & Testing · Analytical Testing ,;(1 ~ 4/ Dublin Annual Contract Fiscal Year 2005-2006 January 27,2005 Page 2 The impact of the proposed rate adjustment is also illustrated below: . 2004M2005 2004-2005 Total 2005-2006 Total Percent Classification Hours To Rate Cost Rate Cost Change Date TechlInspector 300 70 21,000 75 22,500 7.1 Proj. Engineer . 40 110 4,400 110 4,400 0.0 Senior Engineer 20 120 2,400 120 2,400 0.0 Admin. Support 30 40 11200 40 1,200 0.0 Cumulative Effect 29,000 30,500 5.1 2) A complete set ofBSK's Fec Schedule is attached which will be part ofttle new consultant agreement. We are not requesting any furthc:r contract language or scope of work change for the upcoming 2005-20066 Fiscal Year except as noted above. * . . We look forward to continue providing our services to the City of Dublin. We would be happy to set up a meeting with you and/or your staffte discuss the potential workload for the upcoming year at your earliest convenience. Respectfully Submitted, BSK Associates crj.~~/c-J~ Y. Alex Eskandari, P .E. Manager, Geo-Environment!ll Services Y AE:ya.e (O:IGeotechICo;UractsIGP05-005 (Dllblin Crmuact &. FY OJ-06 Rates). wpd) Attachment: BSK Associates 2004 Fee Schedule BSI< dd 0.44/ EXHIBIT B COMPENSATION SCHEDULE Compensation shall be paid per the attached Fee Schedule(s) entitled, "BSK ASSOCIATES 2005-2006 FEE SCHEDULE." G:\CONSULTANTS\bsk\new coosUldng aglB8ment070505.doc Consulting Services Agreement between City of Dublin and BSK Associates--Exhibit B July 5, 2005 Page 1 of 1 ;)3 cP 4/ f"'t BSK ASSOCIATES 2005-2006 FEE SCHEDULE eSK INTRODUCTION dt/ ~ LJ I BSK & Associates, Geotechnical Consultants, Inc. was founded in Fresno, California, in 1966. Since that time, offices and laboratories have been opened in Visalia, Bakersfield, PleasantoD, and Sacramento, California. Modem and complete laboratories with up-to.-date field and laboratory equipment are maintained in each regional facility. A diversified professional staff of engineers, geologists, environmental scientists, industrial hygienists, microbiologists and chemists provide the practical knowledge and experience of local problems and prdctices. The finn offers a wide variety of consulting and testing services and is recognized as a leader in tho regions 8erved. This schedule list... selected Personnel Rates, Equipment Charges and Testing Fees for Geotechnical Engineering, Engineering Geology. Environmental Services, Construction Inspection and Soil and Materials Field and Laboratory Testing activities. Additional specific quotations can be provided upon request. Chemical and FoodIDairy Laboratory Fees are published in separate schedule and are available by contacting the respective Laboratory. OFFICES 11 Bram:b. Address Telephone Frcmno, Oc:otQClmicallBnvironm.ental 567 West Shaw. Suite "B" FrcllM, California 93704 Fresno, Analytical Laboratory 1414 Stanislaus Sln:ct li'~lIO, California 93706 (559) 497-2~O (fax) 497.2.886 (:i59) 497.2870 (fax) 485.6140 (559) 497.2890 (fax) 4115.6935 FrC!iI\C}, Materials Testing Laboratory 1445 Tuolumne Street Fresllo, California 93706 Frosno, Food & Dalty Laborl1lurics 4:l.,0 Wesl Swift Avenue FfI::8oo, California 93720 808 ~t Douglas Avcl1Uc Visalia; California 93292 (559) 277-6960 (fax) 277-6969 (559) 732.8857 (fax) 732-6570 (661) 327-0671 (fax) 324-4218 (925) 462.4000 (fax.) 462-6283 (916) 853-9293 (flU) 853-9291 (559) 497':~878 (fax) 497.2864 Visalia Bakersfil:ld 117 · V" Street Bakersfield. California 93304 1181 QullII)' Lilne, Bldg. 300 . PleawuoD, California 94566 PleaslUl.t.on SlWr~to 3140 Gold ClIffiP Dt"., If 160 Rancho Conlova, Californi.a 95670 567 West Shaw Avenua, Suite C-l Fn:~no, Califmnla 93704 Corporate Headqullttet, ii 01101 851< ~5 9f t-; / BASIS OF CHARGES The price~ listed herein are typical of engineering, inspection and testing services most frequently provided by BSK. Prices for other services and special quotations will be 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 basis for invoicing of lobsite field activities for other than Professional personnel. . Work over 8 Hours/Saturdays Sundays, Holidays & Over 12 Hours Swing Shift (4:00 PM. to Midnight) Graveyard Shift Work from 0 fO 4 Hours Work From 4 to 8 Hours Show-up Time (No work Performed) Sampling or Cylinder Pick~Up, Minimum ChllIge 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 typically invoiced portal-to-portal from the nearest BSK Office/Laboratory. Per Diem. is charged at a rate of $85 per day or expenses plus 15%, whichever is greater. Mileage, when applicable, is $0.50 per mile for sedans/pick-up trucks and $1.00 per mile for drill rigs and support trucks. 01/01 ill BSI< f)(;, ~LJI PERSONNEL RATES PRO}'RSSIONAL Senior Principal ....................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. (per hour) $ t 50 Principal. . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . _ . . . . . . . . . _ . _ . . . . . . _ . . _ . . . _ .. (per hour) 140 As,'IOciate }'rincipal ....................................................... (per hour) 130 Senior Professional ................. _. . . .... . .. ... ... . _. _ .. . .. .. _. _.. . . . _. (perhour) 120 Project Profe3Sional II ..................................................... (per hour) 110 Project Professional I _ _. . . _ . . . . . . . . . . . . . . . . _ . . _ . . . . . . . . . . _ . _ . _ . . _ . . . _ _ . . .. (ptrhour) 100 Staff PC"ofessiona1 ........ _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. (per hour) 90 J"r.lnior ProCessional . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. (per hour) 80 FIELD TECHNICAL Supe.tVisor .............................................................. (per huur) $ 90 Inspector _ _ _ . . . . _ . . . . . . _ . . . _ . . _ . . . _ . . . . . . . . . . . _ . . . . . . . . . _ _ . _ . . _ . . . . . . _ .. (per hour) 7'5 Technician .............................................................. (per hour) 75 OFFICE AND LABORATORY TECHNICAL Supervisor ................................ _ . _ . . . _ . . . . . . . . . . . . _ . . . _ . . . . .. (per hour) $ 90 Technician _... _ . _ . . . . . _ . . . . . . _ . . . . . _ . . . . . _ _ . . . . . . . . _ _ . _ . . . . . . . . . . _ . _ . . .. (per hour) 60 Draftsman - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. (per hour) 60 Word ProCCHllor .......................................................... (per hour) 40 General Typi'lt/Office Aide . _ . . . _ . . _ . . . _ . _ . . . . . . . _ . _ . . . _ . . . . . . . . . . . _ . _ . _ . . .. (per hour) 30 NOTE: Expert witness services, deposition or court testimony will be invoiced at 150% of our fee schedule ratea. ^ ten percent surcharge will be applied to rates ofpers01Ulel on projects where 40-Hour OSHA Health and Safety training is required. Surcharge of Level D personal protection equipment (if required) will be by quotation. 2004 BSI( ;17 ~ 4/ EQUIPMENT CHARGES VEl1lCLE MlU:AGF. 2-Whccl drive. . . . . . . . . . . . . . . . . . . . . . . . . . . , . , . . . . . . . . . , . . . . . . . . . . . . . , . . . . . . , (pCI' mile) :110.50 4-Wbeel drive. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . , . . . . . . . (pel' mile) \.20 Drill rigs. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (pt:r mile) 1.20 MA TERlA U; TESTING * POftablc: power auger ............. . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . .. (per day) $ 30 Nudear d~nsity gauge ..............,....................................... (per day) 30 Ultra~ollic weld testing equipment . . . . . . . . . . . . . . . . . . . . . . . . . . . , . , . . . , . , . . . . . . . .. (pCI' day) 30 Tnrqllc wrench. . , . . . , . . . , . . . . . . . . . . . . . . . . , , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. (pt:r dlly) 30 Anchor te~ting equipmt:Tll _ . . . _ . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . , . . . . . . . . . . .. (per day) 30 Schrnidt hllmmer. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. (per day) 30 Skidmore Wilhelm bolt tension caHbrlltor . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . .. (per dllY) 30 loR" meter.. .. . . ... . . . . , . . ... . . . . . . . . .. . , ., .. . . . . , . , . . .. .. . . .. . . . . , . . , . . .. (per dllY) 30 Sl:anning elJuipment (for plllle thickness) . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. (per day) 30 Inductive aud conductive pipc loe~tor . . . . . , . , , . . . . . . . . . . . . . _ . . . . . _ . . . . . . . . . . . .. (per day) 30 Air meter (1:11111: rete) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , , . . ,. (per day) 30 Wood moisture meter. . , . . . , , . . , . . . , . . . . . . , , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. (per day) 30 Ferrns(JlIn ......,....,............................................ _ . . . . .. (per hour) 80 ... Bqllilmlt!1Il Clttlr~e.I' Do Not IIld"d,~ Operators 2 2004 EQUIPMENT CHAnGES (Continued) DR1U.1NG -II HK III liD (with operators) ..................,.."...........,...",...".., (per hour) eMF. 75 {with I)PCrlll~lr~) .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. (per hour) Mobile 1:\-53 (with OpCT~tor~) . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. (per hour) Hazardous waste sites (personal prote.ctioll equipmcnt) . . , . . , . . . . , , . , . . , . , . . . . , , . . , . . , , , . . . OVM or rID Metcr ............................,....".........""..."... (per day) Support tnl[;k tIT lrdilcr . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. (pCI' day) Mileage (urill and/or supporl vehicle) . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . (per mile) "C57 Drilling COlltract/IT Lh.e".~e NlllI/ht!I. 490942 CORING Coring equipment (inc]udc~ bit l.lhar8e~. docs nllt include operator) asphaltic concrete (per hour) Coring equipment (includes bit charges, docs not include operl\tor) concrete Qr mIlS(l11TY . (per hOllr) ;{B ~ '-II $180 100 170 Quotation 70 180 1.20 $ 100 ISO NOTE.. A /rant/llIlf(ltll.tJJrJsalfe(' of $10 may be asscsud to ('!(l(.'/a soil stll/lpl(! alld II/be (1/Jtailledfr/lm thefieldft11" I1l1virmr 111 ''''(11 pro jl!(~'.~_ Traffic cOlltrul ('IJ.~i!li, if relJII irt!li. art! i" adllititll! iu allY drllllnn alld/or ('oriIlR costs. SCIl,{{t,[,lillglriggillll t:tHt.~, if refJuired, (ue itl llddifltJ/1 to any corJIIR costs. 3 2004 EQUIPMENT CHARGES (Continued) (iEOPI/l'SICAI. TESTING * Nimbus 12-channc:l ~c;i,111ogrl\ph with recorder, . . . . . . . . . , , . . . . . . . . . . . . . . . . . . . . . . . (first d~y) . . , , . . , . , . , , . . . , , . , . . . , . , , , , , . , . , , , . , , . . , . , . . , . . , . . . , . . , (each additional day) Trillxi"1 downhole geophoncs , . . , , . . , , . , . , . , . , . . . . , . , . . . . . . . . . . . , . , . . . , . . . . . ,. (per day) Explosive el\arl\c ................................................................. Resislivity H1dtr . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . (first dllY) . . . . . . . . , . . . . . . . .. . . , , . . . . , . . . , . , . . . . , . . . . . . . . , . . . . . . . . . (each additi(lnsl dllY) Magnt:lullIt:lt:r . . . . . . . . . . . . . . . . . . . . . . , . . . , . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (first day) . . . . . . . . . . . . . . . . . . , . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (tach addiliunal d:lY) Nt:ulrOI11l1oi!lt\lrc gauge (100' maximum depth) , . , . . , , . . . , . . . , . . . . . . . . . . . . . . . . , . . . (first day) . . . . . . . . . . . . . . , . , , . . . . . . . , . , . . . . . . . . . . . , . , . , . . . . . . . . . . . , (each add itiolllll day) Neutmn moislure gllugc (greater than tOO' depth) ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6'ROUNDWA TER SAMPLING AND ENVIRONMENTAL TESTING. ;<q 141 $250 75 50 QUlllalilln 150 50 t:W 50 150 50 QV(ltatinn Truekl trailer with well smnpling equipment .....................,...,... _ . . , , , .. (pel' day) $350 Steam cleaner. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . .. (pCI' day) 100 Well sounder ...............................................,......... .,' .. (pCI' day) 30 Gcnerator .... . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. (pel' day) SO Water level dilla loggtr ........... _ . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . .. (per dilY) 50 Groundwater field paranleler meLer ............ . . . . . . . . . . . . _ . . . . . . . . .. . . . _ . . . .. (per day) 3() Dissnlved oxygen meter. . , . . . . . , . . . . . . . , . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . .. (ptr day) .~O Turhiditymcter.. , . . , ., . . . . . ., . .. , , . . , . , . ., . , , . . .. . . . .. . . . . . . . . .. . . .. . . . . .. (ptr day) 50 f.Jow monitoring equipment. . . , , , . , . . . . . . . . . . . . , . , . . . . . . . . . , , , . . , . . , . . . . , . . .. (per day) JUO Liquid proportional sampling equipment. . . . . . . . . . . . . . , . , . . . . . . . . . . . . , . , . . . . . . .. (per day) 250 Explosive gas meter. . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . , . . , , . . . , . . . . . , , . , . . , . .. (per day) 50 OV:M PID meter. , . . . . . . . . . . , . , , . . . . , . . . . . . . . . . , . . , . . . . . . , . . . . . . . . , . . . . . . .. (per day) 7(1 Clas detector pump .. . . . , . . . , . , . . . , . . . . . . . . . , . . , , . . , . . . . . . . . . . . . . . . , . . . . . . .. (per day) 30 Landfill gas ~\lalyzcr ...............,.,.................,................... (per day) 200 Landfill. glls chromatograph ..,.,.".,.....,.,...,....,....................... (per dllY) ~50 SOllJJd level meter. . . . , . . . . . . . . . . . . , . . . _ . . , , . . , . . . . , . . . . . , . , , , . . . , , , . . . . . . .. (per dllY) :~O Disposable bailer ........., . . . . . . . . . . . . . . . . , . . . , , . . . . . . . . . , . , , . . . , . , , . . . . ,. (per day) 11.1 Disposable water saml>(e filters ...........,.,.,.."..,...........' , . . . . .. . , . .' (per dl\Y) 20 Hand aup;er and soil saltlpler ...........................................,..... (pcr day) 30 *F'luiplllcJlt dJ~rges do not inehlde ol>erators <1 2004 30 ~ Ifl .FIELD AND LABORATORY I. SOILS Grading inspector. . .. . . . . . . . . . . . . . . . . . .. .. _ . . . . . . . .. . .. . . . . . . . . . . .. .. . . . . (per hour) $70 Compaction tester .......... _ . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . -. . . . (pl!r bour) $70 MQIS1.URh. / Dh.NSUl' CCl.RVES AASHTO "1-99. ASTM D-tin . ... . . . ... ...... ... . ... .. . , ., . . .. .. . .. . . .. ... . . .. ... .. . $]40 AASIITO 1'-180 or ASTM D.1557 (4" mold). ....................,...,..,......,..,.... 150 AASHTO T-lllO IIr ASTM D-1557 (6" mold)".,....,."............................... 190 California impact method 216 ....,........,........................",.....,........ 160 Check puinl .... _ . . . . . . . . . . . . . . . . . . . . , . . , . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . , . 90 Corps ofenginccrs (AASH1'O l1ltldificd) . . . . . . . . . . . . . . . . . . . . . . . . , . , . . , . . , . . . . . . . . . . . . . . ] 90 Relulivc densily, ASTM 0-2049 (vibrating table) . . . , . . . . . . . . . . . . . . . , . , _ . . . . . . . . . . . . . . . . . 210 PARTICLE SIZE ANALYSh"S Sieve analysis, pit run with 200 wash. . . . . . . . . . . . . . . . . , . , , , . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 120 Wash illlalysis. AST~ C.117 , . . , . . . . . . . . , . . . . . . . . . . . . . . . . . . . . , . . , , , , . . . , . , . . . . , . . . . . 60 Hydrometer analysis, ASTM D-422 . .. .. . . . .. .. . . ., ,...... .. .. .. .. . . .. .... . . . ..' .. , . .. 120 Specitic ~ravity. ASTM 1).~54 "....,.,.....................,..."."....,.......... 110 Visual Rnaly"~is ,.",..,...........................".,........,................... 30 Sand equi"alenl, ASTM 0-2419 (3 detCl"ll1l11ations) ..........,................,...,....., 90 ATTERBERG LllII.US r .iq\lid limit, ASTM n-4:~ l!l ....................,....,.............................. S 80 Plastic limit, ASTM D.43 It< ,..,."................ _ . . . . . . , . . . , . . . , . . , . , . . . . . . . . . . . . 110 Pluslicily ind~x, ASTM 0-4318 .. . . . . .. . . . , . ., . .. . . _. . .... . . . . .. .. . , . . . . . , . . . . . . . . ,. . 1:'i0 Shrinkagc facton, ASTM D-427 Shrinkage limit. . . . . . . . . . . . . . . . . , . , . . . . . . . . . . . . . . . . . . _ . . . . . . , . . . . . . . . . , , . , . I.~O Shrinkage ratio (includes thc lltl(lVC) ..................,."..,..,............... 160 Volumelric sluinkage (includes the abovc) .................................,..'. 170 Lincar ""hrinkage (includt'~ lhe abuve) ............",........................... 1 ~O MOISTURE.DENs/n.l'BST Laboratory determination of moisture um.! dry dell~ity- "UIll.!istul'bed" specimcn, obtaincd il1-~it\l. Clldl specimen. . . . . . . , . . , , . . . . , . . . . . . . . . . $ 40 SWELl. TESTS Swell tests. FHA spccificillillns ...................,.".........................,...., SJ80 Swell test~, ASCE expansion index - U,H.C. Standard Nil. 29-2 ....,....,.,..,.............. lliO SHEAR TESTS Direct shetH', illldisll1l'bed (quick) () I)oint curvc) , . . . . . . . . . . . . . . . . . . . . . . . , , . . . . . , , , . . . . . . . S 160 Dircct shear. rcmolded (quick) p point curve) ............"".,........................ 210 5 2004 31 ~ 4/ SOILS (continued) Triaxiall:.nmprl:ssilln lesling and pun: pn:ssure measuremeng, strain-col\(rolled, ~tJ'e~s-conll'ol1ed, creep l>otential determination Quotation CONSOLI!)A TlON TESTS ^STM D-2435 (8 pllillt curve) . . . . . . . . . . . . . . . . . . . . . . . . . . . , . , . . . . . . . , . . . . . . . , . . . , . . . . . $330 Extrll points ..,...,....,...,............................................,........ 40 Hydt'ocompaclioll potential ........................"..,..,.,.,.,.",........,..,.,. 160 {liI/CONnNED COMPRESSION 7"JJS1' ASJM 1).2166 (stress/strain) , . , . . . . . . , , . . . . . . . , . , , , . , . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . $ 70 ^STM D-2166 (failure point only) ....................."..."....,.,.,."..,.,.,.", 5(1 "R" VALVE DETERMINATJO.'V California Method 301. untreated material with Habilnmeter tests and moisture-densily determination. . . . , . . . . . . . . . , . , , , , , . , . . . $;WO samples containing lIggregates, cement, lime, or olher udditives . . . . . . . . . . . _ . . . . . . . . . . 230 CAUFORN1A BEAR1NG RA TlO (CBR) eRR..t 100% ofmll;<imllll1 dry density, ASTM D- I 8113 inclusive of maximum density curVe, 01' AASIITO T- I BO, method "D", I point method .. . . . , , . . , . . , , , . , . . . . . . , . , . , . . . . $400 eRR at 95% ofm8~iOlum dry density, ASTM D-IllB3 inclusive of maximum density curve. (lr A ASHTO T-180, method "n", J points melhod ..... _ . . . . . . . . _ . .. . _ . . . , _ . . . . , . 750 PERMEABILITY TESTS Rigidwall con~tant head. . . . . . . . . . . . . . . . , , . . . . . . . , . . . . . , . , , . . , . , . , , . . . . . , . . . . . . . . . . . Flexible wlIII, constllnl head, using triaxial appuTlItus ..... _ . . . . . . . . . . . . . . . . . . . . . , . . . . . , . . . Other forms of permeability tests. . , . . . , . . . , . , . . . , . . , , . . . . . . . . . - . . . . . . . . . . . . . . . - . . . . . . $200 330 Quotillioll PlNJ/OLE D1SPERS10l\' TEST Multiple head series.. . . . . . . .. . .. . . . .. . .. . ... .. . . . . . . . .. . . . . . . . . . . , , . . , , , . , . , , . , . , , $I(;U 6 2004 B;< rc;f Lf I SOIl,s (continued) SOIL CORROSlVlTY TESTS Minimum resislivit)' ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . pH ,....................................................................... Major ions; pIT, lie. slIlfllL(: & ,hloridcs (SlltllrHtion (:xtrllct) .... .. .. . . .. . . .... . .. . .' .. .. , , .. $ 110 :'0 100 SOlL CEMENT TESTS Soil cement mix dcsip,ll pel' reA soil cement labol'3lolY handbook Chapter 5 - includ(:s lItterhcrg limits. sieve I!nlllysis, moisture-densily, comprcssion tests and freclc-thaw 01" wctting-d .-ying tests . . . . . . . . . . . . . . . . . . . . . . . . , . . . . .', . , . . . , . , . . . . . . . . . . . . . . . , . . . . . . . S 1500 Freeze-thaw tcst:!, set of 3 (sample preparation not included) ..,., , . . . . , , . . . . , , , . , . , . . , . . , . , Wetting-drying tests, sel of 3 (sample pn:para!ion rl()t included) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Preparatiun uf freC1:C-lhaw or welling-drying tc.~t~, sets of 2 specimens lit vilrying ccmcnt cllntcnt .. Compression tcsts. laboratory mixed and compacted samples. set of 3 ..... . . , , . . , . . . . . . . . . . . . Cement content ul" soil !:emen! (ASTM C-I OR4 modi fied) . . . . . . . . . - . . . . . . . . - . . . . . . . . . . . . . . . 500 4RO 450 190 190 7 2004 33 of 41 /, II. AGGUEGA'fES Sieve analysis, coal'st: OJ' line (with()UI wash), ASTM C- 1 36 . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . S fill lnc lllsi\ii;: offine:ness modulus ..,....".,....."..... - . . . . . . . . . . . . . . . . . . . . . . . . 70 Wash analysis, amOunt of maleriallitlt:f LIHLn ]1;'0. 200 sieve, ASTM C- 117 ..............,..... tiO Specific gravity, ASTM C-127............, ..,.,.,."..,.,........,.. ..."......"..,' 60 Spt:t:ifit: gravity and ahsvrpLiun, ASTM C-I 27 or A STM C-12R . . . . . . . . . . . . . . . . .. . . . . . . . . . . . 90 Organic impurities in tine aggregates. ASTM C-40 . . . . , . , . . . . . . , , , . . . , . . . . . , . . . . . . , , , , . . . 60 'Petcent day lumps and rrillhlt: particlc~ in lIggregalt:s, ASTM (:-142 . . , , . . . . .. .. . .. . .. .. " , .. . . ,. .. . , .. . .. . .. . . .. .. . . . .'. .. .. , . .. (,1.1 Percent Hat (Ind elongated partic.les ................... '. . . . . . . . . . . . . . . . . . . . . _ . . , . . . . . . . 90 Moisture: eonti;:l1t . . . , . , , . . . . . . . . . . . . , , . . . . . , , , , , . . , . , . . . , . , . . . . . . , . . . . . . . . . . . . . . . . . 30 Weight pel' cubic t"OOI, ASTM C-29 Clllnpil~t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . _ . . . . . . . . . . . 60 I.ll(l SC ..."....... . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ;'i 0 Los AngeLes Rattler test, ASTM C.I 31 Small size co~me aggregate .........,........................................ 140 Large size coarse aggregate ........... _ . . . . . . . . . . . . , . . . . . . , . . . . . . . , . . . . . . . . , . 19U Sulftitc soundni;:SS (.~ eycli;:s.l, A STM. (:-88 )Jcr sieve si7.c ......... _ . . . . . . . _ . . . . . . . . . . - - . . . . RO Minimum charge pcr sample ..,.....,.........,."........,....,........,.... ]~O Mortat' IIlaking pTL)pertit:~ ()r~am.l (twu il!:\e~), ASTM C-H7 _. .. . .. . .. ... . ... ,. .. . . .. . . .. . . .. 31U Sand equivalent, California method 217-.1. average of 3 determinations .,.,.............. - . . . . 90 Durability test, California n\et1lod 229-E, per Iraction .. . .. . . . . . . . .. . . , . . .. ,. . . . . . , . , , . .. . . 130 Potential rc:terivity test, ASTM C-289, per si7:1;: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . _no Cleanness test, California method 227 -E ............,.."..,...."..,...,...,..,....... 1 ,10 lTydrllrneler analy~is. Califurniu melhod 205-E . . . _ .. . . . . . . . . . . .. . _. . . . . . . .. .. . . . . . . .. . . . 120 Percentage ot" crushed palticles, California method 205 ................,.....",..,.,..." 120 II 2004 III. CONCRF..TI~ COllerc!c illsllcdor . _ . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . (per bOIlI') Shotc.rete inspecto.. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . - . . . . . . . - (per hour) Concrclc ~lImp)er ............................. . . . . .. _ . . . . . . . . . . . . . . .. . . . . (pel' boul.) COI.ill~ terhnici:\n . . . . . . . . . . . . . . . . .. . :. . . . . . . . . . . . . .. - . - . - . . . . . . . . . - .. . . - . (per hour) Ccment content of hardencd concrcte, ASTM c.) 084. . , . , , . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Chemic.ill lest. A STM C-I.~O (lypes T \hrOllgh V) _ . . . . . . . . . . . . . . . . . . . . . . . . , . . , . . . . . . . . . . . . Time orsetting of hydraulic cemcnt, ASTM C-191 .. ,. , . .. . . .... .. .. . . . .. .. . -. .. -. . .. . . . . Compressive sLrenglh of hydruulic c.emenL morlar, ASTM C-I09 (per set of 3 cubes) PreplITlltion of s!)eeimr.:lJ not included .....,......... - . . . . . . . - . . . - . - . . . . . - . . . . . . Specitic gravity of hydraulic cement, ASTM C- Hll .......,.....,...,.,.................. Vol\jm~ change of cement., mnrtllr or concrcte: (drying shrinkllge), ASTM C.157 .. .. .. , , . . . .. . . . Mix design (Ilggregllte tests not included) "...,........ - . - - . . . . . . . - . - . . . . , .. . . . . - . . . . . . Compressive test, 6" x 12" cylinder, ASTM C.39 (sets of3 or 4) .. ., - -. - . . .. . . . . .. - . . -.. . . . . Cnrnpressive test, cured specimens (end pre:purl1lion nol included) . . . . . . . , . . . . . . . . . . . . , . , . . , . Prcparation of specimens, diamond sawing (each end) ,.....,.................-............ Coring shoteretc spcc.imens from panel (inlaborl\tory, per spcciman) . . . . . . . . - . . . . . . . . . - . . . . . . Proportioll nr(;elllenl in hl1rdent':d cunl:relt:, ASTM C-85 ..............."".......,....... FICXllrR) test (lfconcretehcllnl, ASTM (:-29:; or ASTM C-7&.. _..............,..,.......,.. Splitting tensile strength of concrete cylinders, ASTM (:.496 , . . . , . . . . . . . . . . . . - . . . . . . . . - . - . . Den~ily lesl un !:onl:.re:Le: !:ylinders ... _ _ . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . , . . . , . . , . . . . . . . "AZ" tesHcin!orecd concrete pipe "Life factor" (C~COl F.qllivl1lc:nL) ...... - . . . . . . . . . . . . . . . . . C1IEMICA.L REACT1VITJ' TESTS 341 Lj I $70 70 70 70 $JOO Quotation 170 70 110 Quotation 120 70 30 ]0 50 :no 70 60 40 60 Mixing wlltc:r: pH, c-Icctriclll wncluclan(;e:, l'hloriue. SUlrUle _ ... ... . . . . . . . . , . . . , . . . . . , . .. . . , . $ 60 Contact !;oil~ pll, eleelrieal conductance, chloride, sulfate. . . . . . . . . , . , . , . , . . , . . _ . . . . . - . . . . . . I ()() !J 20U4 38 r;j 4/ IV. REINFORCING STEEL Steel relnfol"ciull inspec,tor . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . - . - . . . . - (I'~I. tIC)..r} 70 RHINFORCfNG liAR nS1.S lCllsile test, #2 thrO\lgh #g ban . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . '\; 60 Tc::llSilt: lest, #9 through J,! II bars. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . , . . . . . . . . . . . . . . . . 70 Bend tCl't . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . 50 Mac,binillA charges, #14 thl'ou~h fflll bars _ . .. . . .. . . . . . . . . . . . , . . . . . . . . .. , . . .. . . . . . . , . . . . 70 WIRE FABRIC TESTS - ASTM A-IRS Tension test ..,........,....,.................................................... S :'i0 Bend test. . . . . . . . . . . . . . . . . . _ . . . . . . . . . . ... . . . . . . . , . . , , . . . . . . . . . . . . . . . - . . . . . . . . . , . . . 30 Wdd ~heur test (IIveralll: (If 4) ..... _ . . . . ... . .. .. . .. . . .. . . .. . . . . ... . .. . .. .. , . . .. ... . . . 120 PRESTRESSING CABLES Tl:nsile anti e1ongali(ln. ASTM A-416 I,Ir ASTM A-42] .......................,......,.. -. Cable preparation. . . . . . . . . . . . . . . . . . - . . . . , , . . . . . . . . . . . . . . . , . . . . . . . . . . . - . . . . . . . . . . . . Tl:nlklnS .......................... - . - . . . . . . . . . . . . . . . . . . . . . . . . . . . , . , , . . . . . . , . . . . . $120 120 Quotation 10 2004 2Gnf" 41 ...,.../. "tt", tf'" i V. WIU..DING AND STRUCTURAL STEEL Weldilllllnlpectol'...... . .. ......... . ... ....... ... ....... ... ... . .. ..... ... (Ilcr hllur) $70 Iligh Mtn:ngtll hult in5pel:tor . _ . . . _ . . . . . . . . . . .. . .. . . .. . . .. . . .. . . . .. . . . . . . . . . (per hour) 70 Non destructive tester .................................................... (per hllur) 70 WEHJER QUAHHCA T10N TF.SllNG Structural welditlA (mat:hilling included, per Pllsitiun - wilnessing nlll included) Grtll,lve weld. 3/8" pl:'lte .." " ... . " ,... .. . .. .., . .. " , , ,. " ,. , , . . ,. , , ., ,. . ., . $140 Gra ove weld, 1" pia Ie ...................................................... 180 Pipe weld. (,(; , , . , . . . , , , . . , . . . . , . , . , , , . , . , . . . . . , , . . . . . , . . . . , . , . . , , , , . . , . . . . 220 Light gauge wClding: State, Division of Archileclure, St:houllIou~e Section Circulal' No.6, J"l)ut:l and butt wcldill~, II spel:irnens, Three pusitinns (witncs~ing not included) .... , . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . 2lHI Plug wcldillg; two spccimcns, one position. Tesl plales induded (witnessing ntH inchldcd). . . . . . . . . . . . _ . . . . . . . . . . . . . _ . . . . . . . . . 140 WELDED SPEC/MEiV TESTS F:lce bend (prepal'illitlll nul included) . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . _ . . . . . . . . _ . . . . . . . . $ 40 Root bend (prep:'lration not included) . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 Siue ol':lld (pl~"aralinn nul int:luued) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 Free hcnd (reinforcing ~;tccl) .......,.....,."..,.".....,...,..,..............,..,.. 20 Nick brcak (reinforcing stcct) . , . . . . . . , . . . . . . . . . . . . . . . . . . , . . . , . . . , . . . . , , , . . , . . . . , . . , . . 70 STRllCTCIRAI. S7't;U. n;.n'S Tensile tC:st (mac,hining not included) . . , . , . . , , . , . , . . , , . . . . . . . , , . . . , , . . . . . . . . . . . . . . . . . , , S 60 Hend tesl (macllininflllol incluu~d) ................. _ . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . 50 Mllchining r.:hllrges (per coupon) .,...,.,.....",......"............................. 80 HARDNESS TESTS flrincll hardncss. ASTM .E.2U ......................,.....,.,.",..".,....,......." $ 7S Rl)ckwell harunc~s, ASTM r.-I R ........................................... _ . . . . . . . . . 75 H/G'H STREN6'Tll BOL T TESTS Holt ultimate load. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S ) 10 Bolt hllrdncss ,.,.....................................,......,..",.,..,..,.."... 70 Nut hardness. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 70 Washcr hRrdlles5 , . . . , . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . , . . , . . , , . . . , . . . . . . . . . . . . . . 70 Proof hHldjnj;, boll Or Ilul . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 110 I J 2004 31~41 VI. MASONRY M.ll$on"y insl'C4:tor '.''.............................................''.. (I'c,' hour) $7U CONCRETE }..fASOlVRY VN1TS TESTING - ASTM C-Y(} Spceitie grNvity and unit weight. , . . , . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . , . . , . , , . . . , , . . . . , . $ 60 Mo istul'e eontenl . . . , . . . . . . . . . , . . . _ , . . . . . . , , , . . , . . , , . . . . . . . . . . . , . . . , , . . . . . . . . . . . . . . 40 Compression lest, TlllIs(mry units, A~TM C.-140 ........................",..,....,...... 60 Absorption test including moisture contcnt. masonry unils. ASTM (;-140 ....,...,..,.......,. 60 (jmutc:d Tl1asnnr)', rill determinatiuns, U.D.C. (Field prep and grouting obs 11(11 included) Each ........., , . . . . . . . . , , . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . , 12U Per s~t of:S composite units .... . . , . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . , . . . , . . . . . . 550 Lineal shrinkage, masonry unit, pt:r specimen. . . . , . . _ . . . . . , . . . . . . . . . . . . . . . . . . . , , . , . , . . . . 350 Tensile test. masollry units, per specimen. . . . . . , . , . . . . . . . . . . , . _ . . . . . . , . . . . . . , . , . . , . . . . . 120 ~hear test nn masonry (;un:: . . . . . . , . . . . . . . , . . . . . . . . . . . . , , , . . . . . . . . . . . . . . . . . . . . . . . . . . , . 70 BRICK TESTS Compression test, ASTM C-67 ,...............",..",...'.........,................ S 60 M(ll\11I\ls of rupture, ASTM C-67 . , . . . . . . . . , . . . . . . . . . . . . , . . . . . . , . . . . . . . . . . . . . . . . . . . . . . 50 Absorption test and coetlidem. ASTM C-(;7 . . . . , . . . . . . . . . . . , . , . . . . . . . . , . . . . . . . . , . . . . . . . 60 GROVTAND MORTAR TESTS Compression test, grout prisms (sets (If:~ or 4) ...........,..,...,....................... $ 90 Compression test, mortar cylinders (sets of 3 or 4) ..............,.,...................... 60 12 2004 VII. ASPHALT AND PAVt:MENT ~ ~'-tl Asphalt inspector. . . .. . . . . . . .. . . . .. . . . . . . . . . . . . . .. .. .. . . . . . . . . . . . . . . . . . . . (p~r bour) $70 ^$pl1alt $ampl~r ......................................................... (pt!r hOIl!') 70 BiTUMiNOUS MA. TERiALS, ASPllAL T, ROAD OIL TESTIN(, he mix desiAIl IIVEEM mt:lhod .......................................................... Marshall method. . . . , . . . . . . . . . , . . . . . . . . . . . . . . . , . . . . . . , . . . . . . . . . . , . , . . , , , , , . Tndutlti~: Material tivllluatinn, si~vt: ILnlllysi~. ~pccifjc gravity, ~and cquivah:nt, LA Rattler. CKl:i. and perccntagc of crmhcd particles, A~phll1t content. hitumen pCTllcntllge ASrM-1>2172 (ccntrifuge method) .....,..,......,..".,..,.,.,............... CALT - 362 (vacuum method) . . . . . . .. . . . . . .. . .. . . .. . . . . . .. . . . . .. . . . . . .. . ., .. . CAL"/' - :HlZ (ignition method) , . . . . . , . . . . . . . , . . . . , . , . . . . . . . . . . , . . . . . . . . . . . . . - . 1\1oi~tuTl: cllntcnt . . . . . . . . , . . . . . . . . . . . . . . . . , . , . . , . . . . , . , . , . . . . . . . . . . . . . . . . . . . . . . . . . . Ura datio n of ex tracted samp Ie .................................................,.,... Film stripping (exc:llJde~ specific gravity ofll8gTl:gate) .................................... Swell tcst, CALT . 305 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . , . , . . . . . . . . , . , . Slabilorne!;:r valul:, CALT - )6/'i ..................................................... Specific. J:\I'aviIY of compacted sample or core .............. - . . . . . . . . . . . . . . . . . . . . , . , . . . . . Specific gravity of asphalt concrcte, hSTM D.2041, rice method. . . . . . . . . . . . . . , . . . . . . , . , . . . . Moisture vapor susccptibility, CALT . 307 ..,....,......,... . . . . . . , . . . , . . . . . . . . - . . . . . . . Surfacc IIbra~i()n of cl,lmpacted hituminous mixtur~s, Co A LT - 3 60-A ur n, PCI' set of J ................. - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . , , . . , , . . . . . Index of rctained strength. ASTM D. 1 (174, D.I075 Per set ~,f (i (Il1b-mixcd samples - not including mix design) ......................... Maximum tl~nsity uf asphall L:Oncrc:le, CALT - 375 (uverage !If 5 specimens) ..............,... MlITshllll stability Ilnd p!;lstic flow ofbirumlnOl15 mRterial$. A Sl'M D-1559, Per set of 3 (l(lb-mixcd s~mples . not inehlding mix design) .. . , . . . . . .'. . . . . . . . . . . . . . . j'()'.'~lfrs, ,tlttl' Ul~ I" (.'{~"dN ,.tr"g it ~'rrul ().f ,lrt"_..~ rtjlSt flrt df'jiJ;rrtl/~ti 141 "11 tlfrUt!()IU JII<<,(/"" 4N4 ll.l'~ ,'i"hjt!cl to di,'ipnslJl f~~I- 13 ),Q1l4 S2,500 2,500 200 200 200 40 100 70 90 HiO 40 200 IliO 400 360 340 240 2:P111f1 VIII. MISCELLANF.OUS LUMBER SpccJtlc gravity and shrinkage. ASTM D-14 3 Moisturc C~lntc:nl or wuou ASTM D-2016. method "A" (oven dry) . . . . .. .. . . .. . . . . ... .. . . .. , . , , . , . . ., , . , , . , ASTM D-20J6, method "]3" (~lec,tl'Ollic meter) . , , . .. " . , ., .. .. ... .. . . .. .. .. .. .. .. $95 35 20 PLYWOOD Plywood glue shear test, ASTM D.805 ....,'.......,..,......................,...,.... Moisture lIbsorption ~lfpl)'.WI1lHI, ASTM D-805 ...............",....................... Quotation $60 CALlRRA TION Torqu~ wrench. . . . . . , . . , . . , . . . . , , . . , . , . . . . . . . . . . . . . . . '. . . . . . . . . . . . . . , . . , . . . , . . . , . , Juck $150 ]10 GI.UR-LAM1NATED TIMBERS Fillgtr joint [ellsiol1 test, AITe test 106 (preparation not inclllded) . . . . . . . . . . . . . . . . .. . . . . . . . . . $40 Bending test for end j()iJ)I~, A ITe h,:sl 105 . . . . . . . . . . . . . . . . . . . . . . , . . . , . , , , . , . . . . . . . . . . . . . 40 Adhesive: spre~J lllt:lIsur~ment, AITC test ]02 . . . . . . . . . . . , , . . , . . . . . . . . . . . . . . . . . .. . . . . . . . . 40 Moisture eOlltentand specific grllvity, A1TC test III. ASTM D-805-72 .........,...,........ t)0 GAI.JlANIZED COATING We:ight Mgalvanized coatirlA, ASTM A-90 . . . . . . . . . . , . . . , , . . . . . . . . . . . . . . . . . . . . , . . . , . . . . $65 F1REPROOF1N(; ."lreproofin2 inspector. . . . . . . . . . . . . . .. .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. hll:r hour) $70 Dry density. ASTM t:-605 (each) ....................,..........,.......,.'.......... $50 14 2004 EXHIBIT "A" OF RESOLUTION 111--07 AMENDMENT TO AGREEMENT BETWEEN CITY OF DUBLIN AND BSK ASSOCIATES FOR GEOTECHNICAL ENGINEERING SERVICES 1;0;(41 WHEREAS, the City of Dublin (hereinafter referred to as "CITY") and BSK Associates (hereinafter referred to as "CONSULTANT"), entered into a two-year agreement on July 19, 2005, to provide geotechnical engineering services to CITY; and WHEREAS, CITY and CONSULTANT wish to extend the term of the agreement for an additional two years, terminating June 30, 2009; and WHEREAS, CONSULTANT has requested an adjustment of rates for Fiscal Year 2007-2008; and WHEREAS, for future years it would benefit both Consultant and the City of Dublin tf;) utilize the December CPI; NOW, THEREFORE, the parties hereto agree as follows: Section 1. Extension of Term The term of the agreement shall be extended from July 1, 2007, to June 30, 2009. Should a new agreement or amendment to agreement to extend the contract not be entered into by June 30, 2009, then this agreement will automatically extend until a new agreement or amendment to agreement is entered into or CITY gives written notice of termination. Section 2. Adiustment of Rates The rate schedule attached hereto as Exhibit 1 shall be in effect for Fiscal Year 2007-2008. Section 3. Modification of Section 2 of the Agreement For future years, the CPI index for the month of December shall be utilized to determine the rate adjustment for the following fiscal year in lieu of the index for the month of February. CITY OF DUBLIN BSK ASSOCIATES J RO~ki~ Acting Geotechnical Services Manager ATTEST: [{iMl (? ~<f Cl'p"'1:J City Clerk Date: ~?,;J.fi) 7 G:\CONSUL T ANTS\bsk\amendment 07 -08 .doc Lfl %0 PERSONNEL RATES PROFESSIONAL Senior Principal 0.... 0....00....0...0..0.....000....000....0. 0.00..... 0... (per hour) $155 Principal. 0 0 0 . 0 . . . . 0 0 0 . 0 0 0 0 0 0 0 0 0 . 0 . . . 0 . . . 0 . 0 0 . . 0 0 0 . . . . 0 . 0 . . . . . . . . 0 0 0 . 0 . 0 0 (per hour) 144 Associate Principal .., 0 . . . . . 0 . . 0 0 0 0 0 0 0 0 . . 0 . 0 0 . . . . . 0 . 0 . 0 . . . . . 0 0 0 . 0 0 . 0 . . . . 0 0 (per hour) 134 Senior Professional . 0 . 0 . . . . 0 . . . 0 . 0 . 0 . 0 0 . 0 . 0 0 . . . . 0 . 0 0 . . . . 0 . . 0 . . . . 0 . 0 0 0 . 0 . ., (per hour) 124 Project Professional IT o. 0 . 0 0 0 . . 0 . 0 0 0 . . . . 0 0 . . . 0 . . . . 0 . 0 0 0 0 . 0 . . . . 0 0 . 0 0 . 0 . . . 0 o' (per hour) 113 Project Professional I .......... 0 . 0 . . . . . . . . . 0 . 0 0 0 0 . 0 . 0 . . . . . . . 0 . . . 0 . . 0 . . . . 0 0 (per hour) 103 Staff Professional o. 0 . . . 0 0 . . . 0 0 . . 0 0 . . . . . . . . 0 . . . . . 0 . . 0 . . . 0 . 0 0 . . 0 . . . . . . . . 0 o' (per hour) 93 Junior Professional. . . . 0 . . 0 . 0 0 . . 0 0 . . 0 . . . . 0 . . 0 0 0 0 0 0 . 0 . 0 . 0 0 0 0 . . . . 0 . . 0 0 . . . . . .. (per hour) 82 FIELD TECHNICAL Supervisor/Senior Inspector 0 0 . 0 . 0 0 0 . 0 . 0 0 . . . . . 0 . . . . 0 . . 0 . . 0 . . . . . . . . 0 . . . . . . 0 o. (per hour) $ 84 Inspector III/Senior Technician . 0 0 . 0 . . . . . . . . . 0 0 0 0 . 0 0 . . . 0 0 0 . . 0 . . . 0 . . . 0 0 . 0 0 . 0 0 0 (per hour) 78 Inspector IIITechnician II/Driller ... 0 0 . 0 . . 0 0 0 0 . 0 0 . . . . . 0 . . . 0 0 0 . . . . . . . . 0 . . 0 0 0 ., (per hour) 72 Inspector IITechnician I .... 0 0 . 0 . 0 0 . 0 0 0 0 . . . 0 0 0 0 0 . 0 . . . . 0 . . 0 . . . 0 0 0 0 . . . . . . . . . 0 (per hour) 66 Technical Aide/Swamper . . 0 . . . . . . . 0 . 0 0 0 . . . . . . . . . . 0 . . . . . . . . 0 0 . . . 0 0 0 . . 0 0 0 . . .. (per hour) 54 OFFICE AND LABORATORY TECHNICAL Supervisor 0... 0 . 0 0 0 . 0 0 . . . . . . . 0 . . 0 . . . 0 0 . 0 0 . . . . . . . . . 0 0 . . . . . . 0 0 0 . . 0 . 0 . . . 0 .. (per hour) $ 93 Technician / Inspector ... 0 . . . 0 0 0 . 0 0 . . . 0 0 0 0 . . 0 . . . 0 0 0 . . 0 . . . . . . . . 0 0 . . . 0 . . 0 . . .. (per hour) 77 Draftsman .. 0 0 0 0 0 0 . 0 0 . . 0 0 0 0 . . . . . . . . . 0 . 0 . . 0 0 . 0 . 0 . . . 0 0 . 0 0 . 0 0 . . . 0 0 0 . . . . 0 . .. (per hour) 62 Word Processor " 0 0 . . . . 0 0 0 . . 0 0 . . . . . 0 . . 0 . 0 . . 0 0 0 . . 0 0 . . 0 0 0 . . 0 0 0 . 0 0 . 0 0 . 0 . . . 0 0 (per hour) 41 General Typist/Office Aide 0" 0 . 0 0 . . . . . 0 . . 0 0 . . . . 0 0 . . . . . . . 0 . . . 0 . . 0 . . . . . . 0 0 . . 0 (per hour) 31 NOTE: Expert witness services, deposition or court testimony will be invoiced at 150% of our fee schedule rates. A ten percent surcharge will be applied to rates of personnel on projects where 40-Hour OSHA Health and Safety training is required. Surcharge of Level D personal protection equipment (if required) will be by quotation. &~H3\T \ BSI( 2007-2008 Fee Schedule (Dublin)