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HomeMy WebLinkAboutC-2096on -ZID CITY OF ARCADIA PROFESSIONAL SERVICES AGREEMENT 1. PARTIES AND DATE. This Agreement is made and entered into this /�M day ofJ 2Qer" . 2004 by and between the City of Arcadia, a municipal organization organized under the laws of the State of California with its principal place of business at 240 West Huntington Drive, Arcadia, California 91066 -6021 ( "City ") and CONVERSE CONSULTANTS, a California Corporation, with its principal place of business at 222 East Huntington Drive, Suite 211, Monrovia, CA. 91016 ( "Consultant "). City and Consultant are sometimes individually referred to as "Party" and collectively as "Parties." 2. RECITALS. 2.1 Consultant. Consultant desires to perform and assume responsibility for the provision of certain professional services required by the City on the terms and conditions set forth in this Agreement. Consultant represents that it is experienced in providing geotechnical engineering services to public clients, is licensed in the State of California, and is familiar with the plans of City. 2.2 Project. City desires to engage Consultant to render such services for the Proposed New Fire Station Headquarters project ( "Project ") as set forth in this Agreement. 3. TERMS. 3.1 Scope of Services and Term. 3.1.1 General Scone of Services. Consultant promises and agrees to furnish to the City all labor, materials, tools, equipment, services, and incidental and customary work necessary to fully and adequately supply the geotechnical engineering services necessary for the Project ( "Services "). The Services are more particularly described in Exhibit "A" attached hereto and incorporated herein by reference. All Services shall be subject to, and performed in accordance with, this Agreement, the exhibits attached hereto and incorporated herein by reference, and all applicable local, state and federal laws, rules and regulations. 3.1.2 Term. The term of this Agreement shall be from September 13, 2004 to November 15, 2004, unless earlier terminated as provided herein. Consultant shall complete the Services within the term of this Agreement, and shall meet any other established schedules and deadlines. Rmi d 8/04 LM i 3.2 Responsibilities of Consultant. 3.2.1 Control and Payment of Subordinates; Independent Contractor. The Services shall be performed by Consultant or under its supervision. Consultant will determine the means, methods and details of performing the Services subject to the requirements of this Agreement. City retains Consultant on an independent contractor basis and not as an employee. Consultant retains the right to perform similar or different services for others during the term of this Agreement. Any additional personnel performing the Services under this Agreement on behalf of Consultant shall also not be employees of City and shall at all times be under Consultant's exclusive direction and control. Consultant shall pay all wages, salaries, and other amounts due such personnel in connection with their performance of Services under this Agreement and as required by law. Consultant shall be responsible for all reports and obligations respecting such additional personnel, including, but not limited to: social security taxes, income tax withholding, unemployment insurance, disability insurance, and workers' compensation insurance. 3.2.2 Schedule of Services. Consultant shall perform the Services expeditiously, within the term of this Agreement, and in accordance with the Schedule of Services set forth in Exhibit "B" attached hereto and incorporated herein by reference. Consultant represents that it has the professional and technical personnel required to perform the Services in conformance with such conditions. In order to facilitate Consultant's conformance with the Schedule, City shall respond to Consultant's submittals in a timely manner. Upon request of City, Consultant shall provide a more detailed schedule of anticipated performance to meet the Schedule of Services. 3.2.3 Conformance to Applicable Requirements. All work prepared by Consultant shall be subject to the prior written approval of City. 3.2.4 Substitution of Key Personnel. Consultant has represented to City that certain key personnel will perform and coordinate the Services under this Agreement. Should one or more of such personnel become unavailable, Consultant may substitute other personnel of at least equal competence upon prior written approval of City. In the event that City and Consultant cannot agree as to the substitution of key personnel, City shall be entitled to terminate this Agreement for cause. As discussed below, any personnel who fail or refuse to perform the Services in a manner acceptable to the City, or who are determined by the City to be uncooperative, incompetent, a threat to the adequate or timely completion of the Project or a threat to the safety of persons or property, shall be promptly removed from the Project by the Consultant at the request of the City. The key personnel for performance of this Agreement are as follows: William Chu, Hashmi Quazi and Michael Cook. 3.2.E City's Representative. The City hereby designates Don Penman, Assistant City Manager /Development Services Director, or his designee, to act as its representative for the performance of this Agreement ("City's Representative "). City's Representative shall have the power to act on behalf of the City for all purposes under this Contract. Consultant shall not accept direction or orders from any person other than the City's Representative or his or her designee. Revised 8/04 LM 2. • • 3.2.6 Consultant's Representative. Consultant hereby designates William H. Chu, P.E., G.E., or his designee, to act as its representative for the performance of this Agreement ( "Consultant's Representative "). Consultant's Representative shall have full authority to represent and act on behalf of the Consultant for all purposes under this Agreement. The Consultant's Representative shall supervise and direct the Services, using his best skill and attention, and shall be responsible for all means, methods, techniques, sequences and procedures and for the satisfactory coordination of all portions of the Services under this Agreement. 3.2.7 Coordination of Services. Consultant agrees to work closely with City staff in the performance of Services and shall be available to City's staff, consultants and other staff at all reasonable times. 3.2.8 Standard of Care; Performance of Employees. Consultant shall perform all Services under this Agreement in a skillful and competent manner, consistent with the standards generally recognized as being employed by professionals in the same discipline in the State of California. Consultant represents and maintains that it is skilled in the professional calling necessary to perform the Services. Finally, Consultant represents that it, its employees and subcontractors have all licenses, permits, qualifications and approvals of whatever nature that are legally required to perform the Services, including a City Business License, and that such licenses and approvals shall be maintained throughout the term of this Agreement. As provided for in the indemnification provisions of this Agreement, Consultant shall perform, at its own cost and expense and without reimbursement from the City, any services necessary to correct errors or omissions which are caused by the Consultant's failure to comply with the standard of care provided for herein. Any employee of the Consultant or its sub - consultants who is determined by the City to be uncooperative, incompetent, a threat to the adequate or timely completion of the Project, a threat to the safety of persons or property, or any employee who fails or refuses to perform the Services in a manner acceptable to the City, shall be promptly removed from the Project by the Consultant and shall not be re- employed to perform any of the Services or to work on the Project. 3.2.9 Laws and Reaulations. Consultant shall keep itself fully informed of and in compliance with all local, state and federal laws, rules and regulations in any manner affecting Consultant's performance of the Project or the Services, including all Cal /OSHA requirements, and shall give all notices required by law. Consultant shall be liable for all violations of such laws and regulations in connection with its Services. If the Consultant performs any work knowing it to be contrary to such laws, rules and regulations and without giving written notice to the City, Consultant shall be solely responsible for all costs arising therefrom. Consultant shall defend, indemnify and hold City, its officials, directors, officers, employees and agents free and harmless, pursuant to the indemnification provisions of this Agreement, from any claim or liability arising out of any of Consultant's failure or alleged failure to comply with such laws, rules or regulations. Revised 9/04 LM 3 0 0 3.2. 10 Insurance. 3.2.10.1 Time for Compliance. Consultant shall not commence Work under this Agreement until it has provided evidence satisfactory to the City that it has secured all insurance required under this section. In addition, Consultant shall not allow any subcontractor to commence work on any subcontract until it has provided evidence satisfactory to the City that the subcontractor has secured all insurance required under this section; provided, however, that in lieu thereof, the Consultant may provide evidence to the City that all subcontractors are additional insureds under the Contractor's policies of insurance. 3.2.10.2 Minimum Requirements. Consultant shall, at its expense, procure and maintain for the duration of the Agreement insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the Agreement by the Consultant, its agents, representatives, employees, subcontractors and volunteers. Consultant shall also name and obtain insurer's consent to naming City, its directors, officials, officers, employees, agents and volunteers as an additional insured with proof of certificate of insurance that they are an additional insured. Such insurance shall meet at least the following minimum levels of coverage: (A) Minimum Scope of Insurance. Coverage shall be when commercially available (occurrence based) at least as broad as the latest version of the following: (1) General Liability: Insurance Services Office Commercial General Liability coverage for premises and operations, contractual liability, personal injury, bodily injury, independent contractors, broadform property damage, explosion, collapse, and underground, products and completed operations (2) Automobile Liability: Insurance Services Office Business Auto coverage for any auto owned, leased, hired, and borrowed by Consultant or for which Consultant is responsible; and (3) Workers' Compensation and Employer's Liability: Workers' Compensation insurance as required by the State of California and Employer's Liability Insurance. City, its directors, officials, officers, employees, agents and volunteers shall be listed as additional insured. Any deductibles or self - insured retentions must be declared to and approved by City and conform to the requirements provided in Section 3.2.10.6 herein. (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, with an aggregate limit of $2,000,000. If Commercial General Liability Insurance or other form with general aggregate limit is used, either the general aggregate limit shall apply separately to this Agreement/location or the general aggregate limit shall be twice the required occurrence limit; (2) Automobile Liability: $1,000,000 combined single limit per accident for bodily injury and property damage; and (3) Workers' Compensation and Employer's Liability: Workers' Compensation limits as required by the Labor Code of the State of California. Employer's Liability limits of $1,000,000 per accident for bodily injury or disease. Revised 8 104 LM 4 0 0 3.2.10.3 Professional Liability. Consultant shall procure and maintain, and require its sub - consultants to procure and maintain, for a period of three (3) years following completion of the Project, errors and omissions liability insurance appropriate to their profession. Such insurance shall be in an amount not less than 51,000,000 per claim. 3.2.10.4 Insurance Endorsements. The insurance policies shall contain the following provisions, or Consultant shall provide endorsements on forms supplied or approved by the City to add the following provisions to the insurance policies: (A) General Liability. The general liability policy shall be endorsed to state that: (1) the City, its directors, officials, officers, employees and volunteers shall be covered as additional insured with respect to liability arising out of Services operations and for completed operations performed by or on behalf of the Consultant, including materials, parts or equipment furnished in connection with such work; and (2) the insurance coverage shall be primary insurance as respects the City, its directors, officials, officers, employees and volunteers, or if excess, shall stand in an unbroken chain of coverage excess of the Consultant's scheduled underlying coverage. Any insurance or self - insurance maintained by the City, its directors, officials, officers, employees and volunteers shall be excess of the Consultant's insurance and shall not be called upon to contribute with it in any way. (B) Automobile Liability. The automobile liability policy shall be endorsed to state that: (1) the City, its directors, officials, officers, employees, agents and volunteers shall be covered as additional insureds with respect to the ownership, operation, maintenance, and use of any auto owned, leased, hired or borrowed by the Consultant or for which the Consultant is responsible; and (2) the insurance coverage shall be primary insurance as respects the City, its directors, officials, officers, employees, agents and volunteers, or if excess, shall stand in an unbroken chain of coverage excess of the Consultant's scheduled underlying coverage. Any insurance or self - insurance maintained by the City, its directors, officials, officers, employees, agents and volunteers shall be excess of the Consultant's insurance and shall not be called upon to contribute with it in any way. (C) Workers' Compensation and Employers Liability Coverage. The insurer shall agree to waive all rights of subrogation against the City, its directors, officials, officers, employees, agents and volunteers for losses paid under the terms of the insurance policy which arise from work performed by the Consultant. (D) All Coverages. Each insurance policy required by this Agreement shall state that: (A) coverage shall not be, reduced or canceled except after thirty (30) days prior written notice of cancellation, or of intended non - renewal; provided, however, that in the event of cancellation due solely to non - payment of premium, ten (10) days notice of cancellation for non - payment of premium may instead be given to the City; and (B) any failure to comply with reporting or other provisions of the policies, including breaches of warranties, shall not affect coverage provided to the City, its directors, officials, officers, employees, agents and volunteers. Revised 8/04 LM 0 0 3.2.10.5 Separation of Insureds• No Special Limitations. All insurance required by this Section shall contain standard separation of insureds provisions. In addition, such insurance shall not contain any special limitations on the scope of protection afforded to the City, its directors, officials, officers, employees, agents and volunteers. 3.2.10.6 Deductibles and Self- Insurance Retentions. Any deductibles or self - insured retentions must be declared to and approved by the City. Consultant shall guarantee that, at the option of the City, either: (1) the insurer shall reduce or eliminate such deductibles or self - insured retentions as respects the City, its directors, officials, officers, employees, agents and volunteers; or (2) the Consultant shall procure a bond guaranteeing payment of losses and related investigation costs, claims and administrative and defense expenses. 3.2.10.7 Acceptability of Insurers. Insurance, except for workers compensation with State Fund, is to be placed with insurers with a current A.M. Best's rating no less than A:VIII, licensed to do business in California, and satisfactory to the City. 3.2.10.8 Verification of Coverage. Consultant shall furnish City with complete and accurate copies of current certificates of insurance and endorsements effecting coverage required by this Agreement on forms satisfactory to the City. The certificates and endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf, and shall be on forms provided by the City if requested. Copies of all certificates and endorsements must 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. 3.2.10.9 Safety. Consultant shall execute and maintain its work so as to avoid injury or damage to any person or property. In carrying out its Services, the Consultant shall at all times be in compliance with all applicable local, state and federal laws, rules and regulations, and shall exercise all necessary precautions for the safety of employees appropriate to the nature of the work and the conditions under which the work is to be performed. Safety precautions as applicable shall include, but shall not be limited to: (A) adequate life protection and life saving equipment and procedures; (B) instructions in accident prevention for all employees and subcontractors, such as safe walkways, scaffolds, fall protection ladders, bridges, gang planks, confined space procedures, trenching and shoring, equipment and other safety devices, equipment and wearing apparel as are necessary or lawfully required to prevent accidents or injuries; and (C) adequate facilities for the proper inspection and maintenance of all safety measures. 3.2.10.10 Material Breach. Lack of insurance does not negate Consultant's obligations under this Agreement. Maintenance of proper insurance coverage is a material element of this Agreement and failure to maintain or renew coverage or to provide evidence of renewal may be treated by the City as a material breach of the Agreement. Revised 8/04 LM 2 9 0 3.3 Fees and Payments. 3.3.1 Comnensation. Consultant shall receive compensation, including reimbursements which receive the City's prior written authorization, for all Services rendered under this Agreement at the rates set forth in Exhibit "C" attached hereto and incorporated herein by reference. The total compensation shall not exceed Ten Thousand Four Hundred Seventy Dollars and zero cents ($10,470.00) without written approval of the City Engineer. Extra Work may be authorized, as described below, and if authorized, will be compensated at the rates and manner set forth in this Agreement. 3.3.2 Payment of Compensation. Consultant shall submit to City a monthly itemized statement which indicates work completed and hours of Services rendered by Consultant. The statement shall describe the amount of Services and supplies provided since the initial commencement date, or since the start of the subsequent billing periods, as appropriate, through the date of the statement. City shall, within forty -five (45) days of receiving such statement, review the statement and pay all approved charges thereon. 3.3.3 Reimbursement for Expenses. Consultant shall not be reimbursed for any expenses unless prior written authorization is obtained from the City. 3.3.4 Extra Work. At any time during the term of this Agreement, City may request that Consultant perform Extra Work. As used herein, "Extra Work" means any work which is determined by City to be necessary for the proper completion of the Project, but which the parties did not reasonably anticipate would be necessary at the execution of this Agreement. Consultant shall not perform, nor be compensated for, Extra Work without prior written authorization from City's Representative. 3.4 Accounting Records. 3.4.1 Maintenance and Inspection. Consultant shall maintain complete and accurate records with respect to all costs and expenses incurred under this Agreement. All such records shall be clearly identifiable. Consultant shall allow a representative of City during normal business hours to examine, audit, and make transcripts or copies of such records and any other documents created pursuant to this Agreement. Consultant shall allow inspection of all work, data, documents, proceedings, and activities related to the Agreement for a period of three (3) years from the date of final payment under this Agreement. 3.5 General Provisions. 3.5.1 Termination of Agreement. 3.5.1.] Grounds for Termination. City may, by written notice to Consultant, terminate the whole or any part of this Agreement at any time and without cause by giving written notice to Consultant of such termination, and specifying the effective date thereof, at least seven (7) days before the effective date of such termination. Upon termination, Revised K04 LM 0 9 Consultant shall be compensated only for those services which have been adequately rendered to City, and Consultant shall be entitled to no further compensation. Consultant may not terminate this Agreement except for cause. 3.5.1.2 Effect of Termination. If this Agreement is terminated as provided herein, City may require Consultant to provide all finished or unfinished Documents and Data and other information of any kind prepared by Consultant in connection with the performance of Services under this Agreement. Consultant shall be required to provide such document and other information within fifteen (15) days of the request. 3.5.1.3 Additional Services. In the event this Agreement is terminated in whole or in part as provided herein, City may procure, upon such terms and in such manner as it may determine appropriate, services similar to those terminated. 3.5.2 Delivery of Notices. All notices permitted or required under this Agreement shall be given to the respective parties at the following address, or at such other address as the respective parties may provide in writing for this purpose: Consultant: Converse Consultants 222 E. Huntington Dr., Suite 211 Monrovia CA 91016 Attn: William H. Chu, P.E., G.E. City: City of Arcadia 240 West Huntington drive Arcadia, CA 91066 -6021 Attn: Don Penman, Assistant City Manager /Development Services Director Such notice shall be deemed made when personally delivered or when mailed, forty -eight (48) hours after deposit in the U.S. Mail, first class postage prepaid and addressed to the party at its applicable address. Actual notice shall be deemed adequate notice on the date actual notice occurred, regardless of the method of service. 3.5.3 Ownership of Materials and Confidentiality. 3.5.3.1 Documents & Data• Licensing of Intellectual Property. This Agreement creates a non - exclusive and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights, designs, and other intellectual property embodied in plans, specifications, studies, drawings, estimates, and other documents or works of authorship fixed in any tangible medium of expression, including but not limited to, physical drawings or data magnetically or otherwise recorded on computer diskettes, which are prepared or caused to be prepared by Consultant under this Agreement ( "Documents & Data "). Consultant shall require all subcontractors to agree in writing that City is granted a non- exclusive and perpetual license for any Documents & Data the subcontractor prepares under this Agreement. Consultant represents and warrants that Consultant has the legal right to license any and all Documents & Revised 8104 LM 8 • 0 Data. Consultant makes no such representation and warranty in regard to Documents & Data which were prepared by design professionals other than Consultant or provided to Consultant by the City. City shall not be limited in any way in its use of the Documents and Data at any time, provided that any such use not within the purposes intended by this Agreement shall be at City's sole risk. 3.5.3.2 Confidentiality. All ideas, memoranda, specifications, plans, procedures, drawings, descriptions, computer program data, input record data, written information, and other Documents and Data either created by or provided to Consultant in connection with the performance of this Agreement shall be held confidential by Consultant. Such materials shall not, without the prior written consent of City, be used by Consultant for any purposes other than the performance of the Services. Nor shall such materials be disclosed to any person or entity not connected with the performance of the Services or the Project. Nothing furnished to Consultant which is otherwise known to Consultant or is generally known, or has become known, to the related industry shall be deemed confidential. Consultant shall not use City's name or insignia, photographs of the Project, or any publicity pertaining to the Services or the Project in any magazine, trade paper, newspaper, television or radio production or other similar medium without the prior written consent of City. 3.5.4 Cooperation; Further Acts. The Parties shall fully cooperate with one another, and shall take any additional acts or sign any additional documents as may be necessary, appropriate or convenient to attain the purposes of this Agreement. 3.5.5 Indemnification. Consultant shall defend, indemnify and hold the City, its officials, officers, employees, volunteers and agents free and harmless from any and all claims, demands, causes of action, costs, expenses, liability, loss, damage or injury, in law or equity, to property or persons, including wrongful death, in any manner arising out of or incident to any alleged negligent acts, omissions or willful misconduct of Consultant, its officials, officers, employees, agents, consultants and contractors arising out of or in connection with the performance of the Services, the Project or this Agreement, including without limitation the payment of all attorney's fees and other related costs and expenses. Consultant shall defend, at Consultant's own cost, expense and risk, any and all such aforesaid suits, actions or other legal proceedings of every kind that may be brought or instituted against City, its directors, officials, officers, employees, agents or volunteers. Consultant shall pay and satisfy any such judgment, award or decree that may be rendered against City or its directors, officials, officers, employees, agents or volunteers, in any such suit, action or other legal proceeding; except to the extent that liability is caused by any negligence or willful misconduct by the City or its directors, officials, officers, employees, agents or volunteers. Consultant shall reimburse City and its directors, officials, officers, employees, agents and /or volunteers, for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. Consultant's obligation to indemnify shall not be restricted to insurance proceeds, if any, received by the City, its directors, officials, officers, employees, agents or volunteers and shall take effect immediately upon execution of this Agreement. Revised 8/04 LM 9 0 0 3.5.6 Entire Agreement. This Agreement contains the entire Agreement of the Parties with respect to the subject matter hereof, and supersedes all prior negotiations, understandings or agreements. This Agreement may only be modified by a writing signed by both Parties. 3.5.7 Governing Law. This Agreement shall be governed by the laws of the State of California. Venue shall be in Los Angeles County. 3.5.8 Time of Essence. Time is of the essence for each and every provision of this Agreement. 3.5.9 City's Right to Employ Other Consultants. City reserves right to employ other consultants in connection with this Project. 3.5.10 Successors and Assigns. This Agreement shall be binding on the successors and assigns of the Parties. 3.5.11 Assignment or Transfer. Consultant shall not assign, hypothecate, or transfer, either directly or by operation of law, this Agreement or any interest herein without the prior written consent of the City. Any attempt to do so shall be null and void, and any assignees, hypothecates or transferees shall acquire no right or interest by reason of such attempted assignment, hypothecation or transfer. 3.5.12 Construction; References; Captions. Since the Parties or their agents have participated fully in the preparation of this Agreement, the language of this Agreement shall be construed simply, according to its fair meaning, and not strictly for or against any Party. Any term referencing time, days or period for performance shall be deemed calendar days and not work days. All references to Consultant include all personnel, employees, agents, and subcontractors of Consultant, except as otherwise specified in this Agreement. All references to City include its elected officials, officers, employees, agents, and volunteers except as otherwise specified in this Agreement. The captions of the various articles and paragraphs are for convenience and ease of reference only, and do not define, limit, augment, or describe the scope, content, or intent of this Agreement. . 3.5.13 Amendment: Modification. No supplement, modification, or amendment of this Agreement shall be binding unless executed in writing and signed by both Parties. 3.5.14 Waiver. No waiver of any default shall constitute a waiver of any other default or breach, whether of the same or other covenant or condition. No waiver, benefit, privilege, or service voluntarily given or performed by a Party shall give the other Party any contractual rights by custom, estoppel, or otherwise. 3.5.15 No Third Party Beneficiaries. There are no intended third party beneficiaries of any right or obligation assumed by the Parties. Revised 8/04 LM H 0 0 3.5.16 Invalidity; Severability. If any portion of this Agreement is declared invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions shall continue in full force and effect. 3.5.17 Prohibited Interests. Consultant maintains and warrants that it has not employed nor retained any company or person, other than a bona fide employee working solely for Consultant, to solicit or secure this Agreement. Further, Consultant warrants that it has not paid nor has it agreed to pay any company or person, other than a bona fide employee working solely for Consultant, any fee, commission, percentage, brokerage fee, gift or other consideration contingent upon or resulting from the award or making of this Agreement. For breach or violation of this warranty, City shall have the right to rescind this Agreement without liability. For the term of this Agreement, no member, officer or employee of City, during the term of his or her service with City, shall have any direct interest in this Agreement, or obtain any present or anticipated material benefit arising therefrom. 3.5.18 Equal Opportunity Employment. Consultant represents that it is an equal opportunity employer and it shall not discriminate against any subcontractor, employee or applicant for employment because of race, religion, color, national origin, handicap, ancestry, sex, sexual orientation or age. Such non - discrimination shall include, but not be limited to, all activities related to initial employment, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff or termination. Consultant shall also comply with all relevant provisions of City's Minority Business Enterprise program, Affirmative Action Plan or other related programs or guidelines currently in effect or hereinafter enacted. 3.5.19 Labor Certification. By its signature hereunder, Consultant certifies that it is aware of the provisions of Section 3700 of the California Labor Code which require every employer to be insured against liability for Worker's Compensation or to undertake self - insurance in accordance with the provisions of that Code, and agrees to comply with such provisions before commencing the performance of the Services. 3.5.20 Authority to Enter Agreement. Consultant has all requisite power and authority to conduct its business and to execute, deliver, and perform the Agreement. Each Party warrants that the individuals who have signed this Agreement have the legal power, right, and authority to make this Agreement and bind each respective Party. 3.5.21 Counterparts. This Agreement may be signed in counterparts, each of which shall constitute an original. 3.6 Subcontracting. 3.6.1 Prior Apnroval Required. Consultant shall not subcontract any portion of the work required by this Agreement, except as expressly stated herein, without prior written approval of City. Subcontracts, if any, shall contain a provision making them subject to all provisions stipulated in this Agreement. [SIGNATURES ON NEXT PAGE] Revised 8/04 LM 11 CITY OF ARCADIA By: urte By: William R. Kelly City Manager Dated: % 2004 0 CONVERSE CONSULTANTS [Name] N,14• , - Glir AFFKUVtL)A�) tvrUxrvi: E Stephen P. Deitsch City Attorney Revised 8/04 LM 12 01 . k;ONCUR: Don Penman, Assistant City Manager/ Develo ment Services Dir ctor EXHIBIT "A" SCOPE OF SERVICES Converse Consultants will provide personnel, equipment, and materials to conduct field exploration laboratory testing, engineering analyses, and submit reports (one for Engineering Geologic Report and the other for Geotechnical Report) with the results of the field exploration, laboratory results and recommendations for the design and construction of the proposed project. This proposal is for a geotechnical engineering services only. Converse scope of work will NOT include an evaluation of potential for soil and /or groundwater contamination at the site. If it is desired to expand our scope of work to include environmental sampling or testing, we will be happy to discuss and develop a scope of work with you and present a separate proposal covering the environmental testing. FS Exhibit "B" SCHEDULE OF SERVICES After boring locations have been marked, the USA requires 48 -hour advance notice for utility clearance. Converse can begin subsurface exploration in four to five working days after receipt of City's written authorization to proceed with mobilization of equipment weather and site conditions permitting. We plan to complete the field exploration in one day. The laboratory testing, engineering analyses, preparation and submission of the report will be completed by October 13, 2004 if notice to proceed will be received no later than September 13, 2004. The preliminary data and recommendations can be provided verbally during the course of the investigation. Mill Exhibit "C" COMPENSATION Consulting services provided in accordance with Converse Consultants' Schedule of Fees, copies of which are attached. The cost breakdown for Converse Consultants' professional services is as follows: SERVICE TYPE TOTAL COST Task I: Project Set-up 200. 00 Task II: Field Exploration 2,300.00 Task III: Laboratory Testing 1,500.00 Task IV: Reports Preparation (2 separate reports): Engineering Geologic Report --Geologic Evaluations 1,000.00 -- Seismic Evaluations 1,000.00 --Report Preparation and Reproduction 1,500.00 Geotechnical Report -- Processing Boring Los 150.00 -- Drafting 120.00 -- Geotechnical Analyses 1,100.00 --Report Preparation and Reproduction 1,600.00 TOTAL $10,470.00 Gl elf Off CU134 14: 43 bGb73tl1Ltly U1NVhhbt L1JLLtU I TUNS PAGE 18 CONVOSE CONSULTANTS Schedule of Fees Personnel Introduction' It is the objective of Converes Consultants to provide its clients with quality professional and technical services and a continuing source of professional advice and opinions. Services will be performed In a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing In the same locality under similar conditions. This fee schedule Is valid through January 31, 2005. Hourly Charges for Personnel Staff assignments will depend on personnel availability, job complexity, project site location and experience level required to satisfy the technical requirements of the projedt and to most the prevailing standard of professional are. Field Technical Services Construction Inspector - ICBO and/or DSA certified (concrete, masonry, affuctural steel, fireproofing, includes concrete batch plant and local steel fabrication Inspections) 852 Ultrasonic Welding Tester 65 Sags Technician 60 Senior soils Technician 70 Supervisory Solis Technician 8o Professlonal Services (Field and Office). Staff Ppfe9elonal 670 Senior staff Professional 80 project ProlessiOnar 100 Project Manager 110 Senior Professional 125 Pnnclpal Professional 145 PnnclpaWConsultents 165 Laboratory Testing . Laboratory Technician 885 ( ee Unit prices for routine tests quoted upon request: s Geotechntoel Laboratory Testing and Materials Testing Services Schedules of Fees) Office Support 656 ClerldayWord Processing Drafting 60 CAD OparaforlDralting Manager 70 An overtime charge of 50 percent of the above hourly rates (excluding Professional Services) will be added for time In excess Of eight haws per clay at the job site and for aft time on Saturdays, Sundays and holidays. Travel time to and from the Job site will be charged at the hourly rates for the appropriate personnel. EVenses 1. Exploration expenses (drilling, trenching, etc.) are charged at cost plus fifteen percent. 2. Travel and subsistence expenses (transpor(ation, room and board. der.) for individuals on Projects requiring travel and /Or living away from a principal office are charged at coat plus fifteen percent. 3. Automobile and Wtdt expenses are charged at cost plus fifteen percent (rentals) or at a rate of fifty cents per mile for oompany- owned vehicles traveling between principal o81oe and project. 4. Other out- of -podrot dined project expenses (aedaf photos, longdlstsn09 telephone Calls, permits, culafde prating services, test, eta) are charged at cost plus fifteen percent Invoices 1. Invoices will be submitted to the Client on a monthly bask, and a final bill will be submitted upon Completion of services. 2. Payment is due upon presenfetion cf Invoice and is past -due thirty days from Invoice date. (n the event Client %Its to make any payment to Converse when due. Converse may immediately cease work hereunder until said payment, together with a service charge at the rate of eighteen percent per annum (but not exceeding the maximum 8110wad by low) from the due date, has been received. Further, Converse may at Its sole option and discretion refuse to perform any further work Irrespective Of Payment*= Client in the event Client fails to pay Converse for services when said payments are due. 3. Client shall pay attorneys' fees or other costs incurred in collecting any delinquent amount. General Conditions The terms and provisions of the Converse General Conditions are incorporated Into this fee schedule as though set forth In full. If a Copy of the General Conditions does not accompany thin fee aohedulo, Client should request a copy from this office. COMM* COneultants P2004 ow Off Lt7114 14: 4J b'GbJJU1Z J L)UNVEkSt UJLLEU I TUNS VAbE 1J • CAERSE CONSULTANTS Schedule of Fees Geotechnical Laboratory Testing Compensation for laboratory testing services will be made In accordance with this fee schedule. Costs of tests not on this schedule will be by quote end /or in accordance with our current hourly fee schedule. The rates are based on non- contaminated soil. A surcharge will be charged for handling contaminated material, which will be determined based on the project. IDENTIFICATION AND INDEX PROPERTIES TESTS Visual Classification, ASTM D2488 .......... ...........................8.00 Standard Proctor Compaction, ASTM D698 or ASTM D1557- Englneedng Classification, A51M 02487 .........................15,00 60.00 Moisture Content Single Point (collapse test)..: ............................................ • Moisture Content & Dry (Bulk) Density, Single Load Swell, ASTM D4546 ASTM 02216 & 02937 ................... ..........................15.00 • Ring Sample, Field Moisture ............ ..........................65.00 • Moisture Content, ASTM D2216 ...... ..........................10.00 + Ring Sample, Air Dried .................... .......................... Shrinkage Limit. ASTM D427 .................. ..........................85.00 .......45.00 Atterberg Limits, ASTM D4318 . Expansion Index Test. UBC 29- 2yASTM D4829 ............... - Several points ... ............................... ..........................75.00 • One point .......... ............................... ..........................40.00 Particle Size Analysis, ASTM 0422 • Fine Sieve ( From 4200 to V4) ........ ..........................80.00 • Coarse Sieve (From +#200 to 3 in) .. ..........................80.00 • Hydrometer ....... ............................... ..........................85.00 Percent Passing #200 Sieve, ASTM 01140 . .....................45.00 Specific Gravity • Fine (passing #4 sieve), ASTM D854 ........................70.00 • Coarse (retained on #4 sieve), ASTM C127 ..............70.00 Sand Equivalent Test .............................. ..........................75.00 Double Hydrometer Dispersion, ASTM D4221 ................150.00 COMPACTION AND BEARING STRENGTH Direct Shear (per point) Standard Proctor Compaction, ASTM D698 or ASTM D1557- 91 60.00 + Method A or 8 .. ............................... .........................120.00 Single Point (collapse test)..: ............................................ • Method C (64nch mold) .................. .........................140.00 Single Load Swell, ASTM D4546 California Impact Method (Caltrans 216) ........................180.00 • Ring Sample, Field Moisture ............ ..........................65.00 R- value, ASTM D2844 ........................... .........................220.00 + Ring Sample, Air Dried .................... .......................... Califomia Bearing Ratio (CBR), ASTM D1883 .......45.00 • 1 point .............. ............................... .........................125.00 Expansion Index Test. UBC 29- 2yASTM D4829 ............... • 3point .............. ............................... .........................325.00 Relative Density • 0.1 Cubic foot mold .......................... .........................200.00 • 0.5 cubic foot mold .......................... .........................300.00 SHEAR STRENGTH Torvane/Pocket Penetrometer ................ ..........................20.00 Direct Shear (per point) Additional load increment .................. ............................... • . OutokTest ..... :.................... A ... I ................ ,,.,,.............. 60.00 • Consolidated - Drained (granular soil) Single Point (collapse test)..: ............................................ ASTM D3080 .. ............................... .........................140.00 Single Load Swell, ASTM D4546 • Consolidated - Drained (fine grained 504), • Ring Sample, Field Moisture ............ ..........................65.00 ASTM D3080 .. ............................... .........................200.00 + Ring Sample, Air Dried .................... .......................... • Consolidated - Undrained (inner grained ) ..................120.00 .......45.00 • Residual Strength, per Cycle ........... ..........................45.00 Expansion Index Test. UBC 29- 2yASTM D4829 ............... • Remolded Specimens, per specimen ........................45.00 STATIC UNIAXIAL AND TRIAXIAL STRENGTH TESTS (PER POINT) Additional load increment .................. ............................... Unconfined Compression, ASTM 21W ... ..........................75.00 Time - Ratio, per load Increment ........ ............................... Unconsolidated - Undrained, ASTM D2850 ....................110,00 Single Point (collapse test)..: ............................................ Consolidated - Undrained (per point)..... ...,,. ' ..................700.00 Single Load Swell, ASTM D4546 Consolidated - Drained (per point) ........ .........................700.00 • Ring Sample, Field Moisture ............ ..........................65.00 With Pore Pressure Measurement, per load ...................150.00 + Ring Sample, Air Dried .................... .......................... Remolded Specimens, per specimen ....................... .......45.00 Converse Consultants OLT2004 CONSOLIDATION AND SWELL COLLAPSE TESTS 8 Load Increments ........................... ............................... 160.00 Additional load increment .................. ............................... 30.00 Time - Ratio, per load Increment ........ ............................... 60.00 Single Point (collapse test)..: ............................................ 60.00 Single Load Swell, ASTM D4546 • Ring Sample, Field Moisture ............ ..........................65.00 + Ring Sample, Air Dried .................... .......................... 65.00 Remolded Sample, per specimen ...... ............................... 45.00 Expansion Index Test. UBC 29- 2yASTM D4829 ............... 80.00 HYDRAULIC CONDUCTIVITY TESTS Constant Head, ASTM 02434 ............... ......................... 250.00 Falling Head Flexible Wall, ASTM D5084 ....................... 300.00 Triaxial Permeability, EPA 9100 ...... ............................... 350.00 Remolded Specimen, per specimen .............. :.................. 50.00 CHEMICAL TESTS Corrosivity (pH, resistivity, sulfates, chlorides) ...............140.00 Organic Content, ASTM D2974 ......... ............................... 65.00 CaMMOM: Unit rates presented on this fat srnedula are W routinely Won n0 grtoteemkal laboratory tats. Numerous Doter earth, r tote l physical Basis can be performed in our laxnecilglud lama, IrTdvdmg rock tors, soli cement and soil Ilme mixture tats, Tests not Oared an be quoted upon nqueaL This fee schedule is valid through January 31, 2005. Prices are bated on the aeaumption rat $emotes are LeCOME T11 and do non contain flsavy nstets, acids. carcinogens enact votatne 090CS wtddt Can be measured by an organic vapor analyad or plMio lorriaadon deteolor whh a conpenbadan gmmW than So pvrl" Itllon (ppm), Qtlpad testing fees ate based on the assumption that no protective oloimng OR be required to hands samples, if Level D poleegve donlhg will 1A required during handling of temples (as OeflrtM In the Federal CPR Pan 1910.12(t), than a 40% inereaee In fees presented In this schedule M5 be "led, Level C prfraneve elorl von be a 60% Increase In fees. converse wig not hand samples that require either Level B or Leval A protection In of geotechnibal aboraldim Contaminated samples will be returned to a* client. uncontaminated samplee wMl be disposed of 30 clays after Presentation of lest fesufts, The client must 0150030 11% source of aamPIMS. Samples imported from out of stele wilt be incinerated after testing, In accordance with requglBMlame OF the Utlttad States Dill"a d of Agriculture, Solt sear 1p obtained Othln the State. of California Curml designs Of quarantine areas sum also be Incinerated In accordance Qlh the requlremall N the Slabs of Cafifomia, Department of Food and Aadcugure, ClvtsWn at Plant industry, Past Exclusion. A $5.00 incineration fee we be added to each temple that Is retuned to be i Icherated in accordance with State and Federal law, Test readlte requiring plot, wa be Presented In a publishable fWmat generated from computer programs. oNemdse, raw teat numbers win be presumed. A minimum laboratory fee of 550.00 win be charged to present and mug rest results. Beyond the standard U, S. Mall delivery, specialized tranaminal Or be charged ar Iddiional cost (a III. Federal Express, UPS, etc.) Ceoleehn" teSgng Ones not indiude ergk% wing amNor 000%ir . f"Wo and analysis. Typical turnaround for gaoleclada) laboratory teshng Its two we*$ (a roughly, tan working days). To expedite test kimaround to rive working days, a 50% Increase In the fees m this schedule vdll be appied. Many geomeheial tests require at least one weak to pedmn In ecoodence with the ASTM of Other standard epeda ®!Iona. Fees presented in this schedule for relatively undicWfbed direct shear, coaoldation or expansion pressure tests are based on the assumption that 224Mchaiemeier (2.415 -inbh Inslde diameter) brute ring samptes x711 be provlde0 to the georechnlcpi laboratory for testing. Remolded specimens will be compacted in standard 2.34nch outside diameter brass rings for direct shear. conaohdadan and expansion pressure tests. All feet presettled In Nis sohe Ium are based on the assumption that 1ha Cuonl .rill deliver samples to our laboratory at no additional Cost to Converse Sample pck -up Is available al a rate of $45 Pat hour Of drive time and $0.50 der mile Onven. Invoices van be issued monthly and are payable on recelpt unless otherwise apreed m upon. Interest of 1.5% par month (but not exceeding the maximum alltxv0d by law) Of tie payu0e on any amount not paid wahin thirty clays; paymem thereafter to be applied firm to accrudd rntcrost and then to the principle unpaid amount, The Client shall pay any shomeys' fee, or other posts Inouned in Wieding any delinquent amounts. UW U tf 2d(14- 14: 43 b'1b`J:ikil'1 F37 UJNVLKbt OULLLU I1UNS HA(it 111 COSERSE CONSULTANTS Schedule of Fees Materials Testing Services Compensation for laboratory testing services will be based on rates in accordance with this schedule. Costs of tests not on this schedule will be by quote and /or in accordance with our current hourly fee Schedule, Our services will be performed In accordance with the General Conditions, This fee schedule is valid through January 31, 2005. AGGREGATES ............. 20.00 Moisture Content (ASTM 02218) .................... ......................... $10.00 Panicle Size Analysis By Quote • Coarse (ASTM C136), each .......... ............................... . . 60.0 • Coarse and fine (ASTM C136 & 137), each ....................140.00 (Ricos Method), each .............................. ..........................75.00 • specific Gravity & Absorption 650,00 • Coarse Aggregate (ASTM C127) ........ ............................... 60.00 • Fine Aggregate (ASTM C128) ................. ..........................80.00 110.00 • Unit weight per cubic toot (ASTM C29 ) .............................. 5100 • Soundness+Sodhan or Magnesium (ASTM C861,e2dh. -, 200,00 • Potential Alkali Reactivity (ASTM D289)_..._ ................. 300.00 • Freeze Thew Soundness ........................ .........................175.00 Extraction, % Asphalt (ASTM 02172, Method B) or • Los Angeles Abrasion, per class (ASTM C131, C336)... 210,00 • Sand EquNalerh (ASTM D2419) ......... ............................... 70.00 + Lightweight Particles (ASTM C123), each „,,,,,,,,,,,,,,,,,,,,,,, 75,00 - Clay Lumps and Friabie Particles (ASTM C142), each... 100,00 • Stripping test (ASTM 01664), each .... ............................... 65.00 • Organic Impurities (ASTM C40) .......... ............................... 60.00 • Durabili ty ................................................. ...................... ByQuote CONCRETE TESTS ............. 20.00 Laboratory Trial Batch (ASTM C192) ..................... I.,......... By Quote Laboratory Mix Design, historical data ............................... By Quote Compression Test, ON 12' cylinder (ASTM C39), each .......... 20.00 Light Weight Concrete (Ricos Method), each .............................. ..........................75.00 • Compression ............. ......:........................ ..........................20.00 650,00 • Unit Weight ................ ............................... ..........................20.00 Calculations Only (ASTM 03203) set of 2 or 3 ................35.00 Specimen preparation, tdmming or coring .... ._ .....................80.00/hr 110.00 Bond Strength (ASTM C321) Extraction of Asphalt and Gradation, each ...... .........................120.00 + Prepared by Converse . ........ .................. ...................... ..,120,00 • Prepared by Others ............................. ............................... 60.01) Core Compression Test (ASTM C12), each .... ..........................46.00 Extraction, % Asphalt (ASTM 02172, Method B) or 'Flexure test ON 8” beams (ASTM C78), each ..........................60.00 Califomla 310, including ash correction, each ...............135.00 Modulus of Elasticity - Static (ASTM C469), each ................... 110.00 Length Change (3 bars, 5 readings each, • uncoat ed ..................... ............................... ..........................50.00 up to 26 days) (ASTM C157) ............ ............................. L. 250.00 Splitting Tensile, 6' x 12' cylinders, each ... ............................... 50.00 Field Concrete Control (sampling, slump, temperature, Panicle coating (ASTM 2489 ) ........................... ..........................30.00 cast 4 cylinders, molds, cylinder pick -up, within Stripping (ASTM 01664) .... ............................... ..........................50.00 10 mi. of office, stand -by extra) Moisture or Volatile Diatillates in paving mixtures, ASTMNBC, hourly rate schedule, or each Cylinder.....,.,. 70,00 Field Concrete Control (same as above plus byproducts............. ............................... ...........................120, eh content test) ASTM/UBC. hourly rate Retained Strength (ASTM D10741D1075) schedule, or each Cylinder ................. ............................... 60.00 Hold Cylinder ................................................. ............................... 7.00 Cylinder Mold sent to job she bvt not coated by Converse or returned to Converse ...... ....... ................................................. ,., ,. 5.00 MASONRY (ASTM C140, E447, UBC STANDARD 24 -22) Moisture Content, as received, each ......... ................. ............. 20.00 Absorption, each ......................... .35,00 Compression. earn ...................... ............ ....I ............... ..,......- ... 40.00 Shrinkage (ASTM C426), each ........................ ..........................90.00 Net Area end Volume, each ............................. ..........................25.00 (Ricos Method), each .............................. ..........................75.00 Masonry Blocks, par set of 9 .................... ............................... 650,00 Compression Test, grouted prisms, Calculations Only (ASTM 03203) set of 2 or 3 ................35.00 a' x 8' x 16 ", each .............................. ............................... 110.00 Compression Test, grouted prisms, Extraction of Asphalt and Gradation, each ...... .........................120.00 12'x 16"x 16', each .......................... ............................... 140.00 Compression Test • 2' x 4' Mortar Cylinder, each ..................... ..........................20.00 3'x 6' Grout Prisms, each ........................ ..........................20.00 • 2' Cubes (ASTM C109), each .................. ..........................20.00 Cast by others .................... ..... ....,.... .... ,...... 20.00 Wrier or Grout Nfix Designs .................. ............................... By Quote FIREPROOFING TESTS Oven Dry Density (per sample) ........................ ..........................43.00 ASPHALTIC CONCRETE Stability, Flow, and Unit Weight, .35,00 Marshall ASTM 01558, ASTM 02726, set of 3 Specimenslsampl ea ............................. .........................150.00 Measured Maximum Specific Gravity of Mix (ASTM D2041) (Ricos Method), each .............................. ..........................75.00 Tensile Test, Welded 011 Bar or Smaller, each .......................50.00 Vold Analysis of Cores or Marshall Specimens Tensile Test, Welded #14 Bar, each ............... .........................110.00 Calculations Only (ASTM 03203) set of 2 or 3 ................35.00 Tensile Test, Welded 018 Bar, each ............... .........................300.00 Laboratory Mixing of Asphalt & Concrete, per sample ...............50.00 Tensile Test, Mechanically Spliced Bar, 911 Bar or Smaller, Extraction of Asphalt and Gradation, each ...... .........................120.00 each................................... ............................... .........................150.00 Complete Asphalt Concrete Mix Design Tensile Test, Mechanically Spliced Bar, 014 Bar, each ........... (Hveem or Marshall) ..................... ............................... By Quote Extraction, % Asphalt (ASTM 02172, Method B) or Califomla 310, including ash correction, each ...............135.00 Specific Gravity (ASTM D2726 or ASTM D1188) • uncoat ed ..................... ............................... ..........................50.00 • coated ......................... ............................... ..........................70.00 Immersion - Compression . ............................... ...........................400. DD Panicle coating (ASTM 2489 ) ........................... ..........................30.00 Stripping (ASTM 01664) .... ............................... ..........................50.00 Moisture or Volatile Diatillates in paving mixtures, or materlals containing petroleum products or byproducts............. ............................... ...........................120, 00 Retained Strength (ASTM D10741D1075) 8 specimens ................................... .............................By Quote Retained Stability, Mil, Sid, 520A, Method 1 D4, 6 spedmene ................................... .............................By Quote CSR, ASTM 01863, including MM curve, 1 point ...................210,00 Asphalt Temperature ......... ............................... ..........................15.00 STRUCTURALSTEEL Tensile Test, #11 Bar or Smeller, each ............ ..........................45.00 Bend Test, 411 Bar or Smaller. each ....................................... .35,00 Tensile Test, #14 Bar, each ............................. .........................115.00 Tensile Test, 018 Bar, each ............................. .........................310.00 Reber coupler tensile test ...........................:. .............................60 AO Tensile Test, Welded 011 Bar or Smaller, each .......................50.00 Tensile Test, Welded #14 Bar, each ............... .........................110.00 Tensile Test, Welded 018 Bar, each ............... .........................300.00 Tensile Test, Mechanically Spliced Bar, 911 Bar or Smaller, each................................... ............................... .........................150.00 Tensile Test, Mechanically Spliced Bar, 014 Bar, each ........... 310.00 HIGH STRENGTH BOLT, NUT, AND WASHER TESTING Wedge Tensile Test for A490 Bolts Under 100,000 lbs, Leon .... ................. ......... .............. ........... 49,00 Over 100,000 Ibs, each . ............................... ..........................55.00 Wedge Tensile Test for A325 Bolts Under 100,000 Ibs, each ............................. ..........................50.00 Co,rvarse CnnparAW$ M732n04 - Page 1 of 2 (sae Reverse) 14:43 b2b79UI2M JUNVEMbE UJI-LECTILINS PAGE 21 HIGH STRENGTH. BOLT, NUT. AND SHER TESTING, continued , - Tensile Test — Anchor Bolts, tested with displacement transducers, each ................ ..................... m .......................... Nut- Hardness, Proof, and Gone Proof Load Test each ......... 50.00 Washer Hardness. each .......................................................... 30.00 A325 or A490 7 Bolt hardness only. each ................................. 35.00 Solt A325 or A490 Wedge Tensile Under 100,000 lbs, and Hardness, each .... 80.00 Wedge Tensile Over 100,000 lbs, and Hardness, each .... 100.00 Soll, Nut, and Wastiar -Ail Tests per W with bolts Under 100,000 lbs . ............................................... ...... ....... 250.00 Over 100.000 lbs— ...................... t .................................... ... 350.00 NOTES: (1) -See Goolechnical Laboratory Tesfing Schedule or Fees for soil testing. (2) Hourly rates are available upon request. (3) Field 12I)OF21bry rates are available upon request, (4) Listed unit rates are based upon the assumption that samples will be delivered to our laboratory at r12 cost to Converse, CtmetleConsullaffls VITS7.04 Palle 2 of 2