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Home My WebLink AboutAGR-7674 - SMITH EMERY LABORATORIES INC - ON-CALL GEOTECHNICAL ENGINEERING SERVICES - MAY 16, 2024DocuSign Envelope ID:DBA73BCB-80C4-46EE-9977-53116116678A DS AGR-7674 T PROFESSIONAL SERVICES AGREEMENT On Call Geotechnical Engineering Services] THIS PROFESSIONAL SERVICES AGREEMENT (the "Agreement") is made at Orange, California, on this 16th day of May 2024 (the "Effective Date")by and between the CITY OF ORANGE, a municipal corporation ("City"), and SMITH EMERY LABORATORIES, INC., a California corporation ("Consultant"),who agree as follows: 1. Services. Subject to the terms and conditions set forth in this Agreement and on an on-call basis,as further described herein,Contractor shall provide to the reasonable satisfaction of City the services set forth in Exhibit"A," which is attached hereto and incorporated herein by reference. As a material inducement to City to enter into this Agreement, Contractor represents and warrants that it has thoroughly investigated and considered the scope of services and fully understands the difficulties and restrictions in performing the work. The services which are the subject of this Agreement are not in the usual course of City's business and City relies on Contractor's representation that it is independently engaged in the business of providing such services and is experienced in performing the work. Contractor shall perform all services in a manner reasonably satisfactory to City and in a manner in conformance with the standards of quality normally observed by an entity providing such services to a municipal agency. All services provided shall conform to all federal, state and local laws, rules and regulations and to the best professional standards and practices. The terms and conditions set forth in this Agreement shall control over any terms and conditions in Exhibit "A" to the contrary. Youichi Nakagawa, Senior Civil Engineer("City's Project Manager"), shall be the person to whom Contractor will report for the performance of services hereunder. It is understood that Contractor's performance hereunder shall be under the supervision of City's Project Manager(or his/her designee), that Contractor shall coordinate its services hereunder with City's Project Manager to the extent required by City's Project Manager, and that all performances required hereunder by Contractor shall be performed to the satisfaction of City's Project Manager and the City Manager. 2.Compensation and Fees. a. It is understood that services described in the Scope of Work will be provided on an on-call and as-needed basis, determined at the sole discretion of the City. City neither warrants nor guarantees any minimum or maximum compensation paid to Contractor under this Agreement. Contractor shall be paid only for actual services performed under this Agreement. However, Contractor's total compensation for all services performed under this Agreement, shall not exceed THIRTY THOUSAND DOLLARS and 00/100 ($30,000.00)without the prior written authorization of City. b. The above compensation shall include all costs, including, but not limited to, all clerical, administrative, overhead, insurance, reproduction, telephone, travel, auto rental, subsistence and all related expenses. DocuSign Envelope IL):DBA73BCB-80C4.46EE-9977-53116116678A 3. Payment. a. As scheduled services are completed, Contractor shall submit to City an invoice for the services completed, authorized expenses and authorized extra work actually performed or incurred. b. All such invoices shall state the basis for the amount invoiced, including services completed,the number of hours spent and any extra work performed. c.City will pay Contractor the amount invoiced within thirty (30) days after the approval of the invoice. d. Payment shall constitute payment in full for all services, authorized costs and authorized extra work covered by that invoice. 4. Change Orders. No payment for extra services caused by a change in the scope or complexity of work, or for any other reason, shall be made unless and until such extra services and a price therefor have been previously authorized in writing and approved by City as an amendment to this Agreement. City's Project Manager is authorized to approve a reduction in the services to be performed and compensation therefor. All amendments shall set forth the changes of work,extension of time,and/or adjustment of the compensation to be paid by City to Contractor and shall be signed by the City's Project Manager, City Manager or City Council, as applicable. 5. Licenses. Contractor represents that it and any subcontractors it may engage, possess any and all licenses which are required under state or federal law to perform the work contemplated by this Agreement and that Contractor and its subcontractors shall maintain all appropriate licenses, including a City of Orange business license, at its cost, during the performance of this Agreement. 6. Independent Contractor. At all times during the term of this Agreement, Contractor shall be an independent contractor and not an employee of City. City shall have the right to control Contractor only insofar as the result of Contractor's services rendered pursuant to this Agreement. City shall not have the right to control the means by which Contractor accomplishes services rendered pursuant to this Agreement. Contractor shall, at its sole cost and expense, furnish all facilities, materials and equipment which may be required for furnishing services pursuant to this Agreement. Contractor shall be solely responsible for, and shall indemnify, defend and save City harmless from all matters relating to the payment of its subcontractors, agents and employees, including compliance with social security withholding and all other wages, salaries, benefits, taxes, exactions, and regulations of any nature whatsoever. Contractor acknowledges that it and any subcontractors, agents or employees employed by Contractor shall not,under any circumstances,be considered employees of City,and that they shall not be entitled to any of the benefits or rights afforded employees of City,including,but not limited to, sick leave, vacation leave, holiday pay, Public Employees Retirement System benefits, or health, life, dental, long-term disability or workers' compensation insurance benefits. 2 DocuSign Envelope ID:DBA73BCB-80C4-46EE-997 7-531 1 61 1 6678A 7. Contractor Not Agent. Except as City may specify in writing, Contractor shall have no authority, express or implied, to act on behalf of City in any capacity whatsoever as an agent. Contractor shall have no authority, express or implied, to bind City to any obligation whatsoever. 8. Designated Persons. Only those qualified persons authorized by City's Project Manager, or as designated in Exhibit"A,"shall perform work provided for under this Agreement. It is understood by the parties that clerical and other nonprofessional work may be performed by persons other than those designated. 9. Assignment or Subcontracting. No assignment or subcontracting by Contractor of any part of this Agreement or of funds to be received under this Agreement shall be of any force or effect unless the assignment has the prior written approval of City. City may terminate this Agreement rather than accept any proposed assignment or subcontracting. Such assignment or subcontracting may be approved by the City Manager or his/her designee. 10. Time of Completion. Except as otherwise specified in Exhibit "A," Contractor shall commence the work provided for in this Agreement within five(5)days of the Effective Date of this Agreement and diligently prosecute completion of the work in accordance with the time period set forth in Exhibit"A"hereto or as otherwise agreed to by and between the representatives of the parties. 11. Time Is of the Essence. Time is of the essence in this Agreement. Contractor shall do all things necessary and incidental to the prosecution of Contractor's work. 12. Reserved. 13. Delays and Extensions of Time. Contractor's sole remedy for delays outside its control, other than those delays caused by City, shall be an extension of time. No matter what the cause of the delay,Contractor must document any delay and request an extension of time in writing at the time of the delay to the satisfaction of City. Any extensions granted shall be limited to the length of the delay outside Contractor's control. If Contractor believes that delays caused by City will cause it to incur additional costs, it must specify, in writing, why the delay has caused additional costs to be incurred and the exact amount of such cost at the time the delay occurs. No additional costs can be paid that exceed the not to exceed amount stated in Section 2.a, above, absent a written amendment to this Agreement. 14. Products of Contractor. The documents, studies, evaluations, assessments, reports, plans, citations, materials, manuals, technical data, logs, files, designs and other products produced or provided by Contractor for this Agreement shall become the property of City upon receipt. Contractor shall deliver all such products to City prior to payment for same. City may use,reuse or otherwise utilize such products without restriction. 15. Equal Employment Opportunity. During the performance of this Agreement, Contractor agrees as follows: 3 DocuSign Envelope ID:DBA73BCB-80C4-46EE-9977-531 1 61 1 6678A a. Contractor shall not discriminate against any employee or applicant for employment because of race, color,religion, sex, national origin, mental or physical disability, or any other basis prohibited by applicable law. Contractor shall ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex, national origin, mental or physical disability, or any other basis prohibited by applicable law. Such actions shall include,but not be limited to the following: employment,upgrading,demotion or transfer,recruitment or recruitment advertising,layoff or termination,rates of pay or other forms of compensation and selection for training, including apprenticeship. Contractor agrees to post in conspicuous places, available to employees and applicants for employment, a notice setting forth provisions of this non-discrimination clause. b. Contractor shall, in all solicitations and advertisements for employees placed by, or on behalf of Contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, national origin, mental or physical disability, or any other basis prohibited by applicable law. c.Contractor shall cause the foregoing paragraphs(a)and(b)to be inserted in all subcontracts for any work covered by this Agreement, provided that the foregoing provisions shall not apply to subcontracts for standard commercial supplies or raw materials. 16. Conflicts of Interest. Contractor agrees that it shall not make, participate in the making, or in any way attempt to use its position as a consultant to influence any decision of City in which Contractor knows or has reason to know that Contractor, its officers, partners, or employees have a financial interest as defined in Section 87103 of the Government Code. 17. Indemnity. a. To the fullest extent permitted by law, Contractor agrees to indemnify, defend and hold City, its City Council and each member thereof, and the officers, officials, agents and employees of City(collectively the "Indemnitees") entirely harmless from all liability arising out of: 1) Any and all claims under workers' compensation acts and other employee benefit acts with respect to Contractor's employees or Contractor's subcontractor's employees arising out of Contractor's work under this Agreement, including any and all claims under any law pertaining to Contractor or its employees' status as an independent contractor and any and all claims under Labor Code section 1720 related to the payment of prevailing wages for public works projects; and 2) Any claim, loss, injury to or death of persons or damage to property caused by any act, neglect, default, or omission of Contractor, or person, firm or corporation employed by Contractor, either directly or by independent contract, including all damages due to loss or theft sustained by any person, firm or corporation including the Indemnitees, or any of them, arising out of, or in any way connected with the work or services which are the subject of this Agreement, including injury or damage either on or off City's property; but not for any loss, injury,death or damage caused by the active negligence or willful misconduct of City. Contractor, 4 DocuSign Envelope ID:DBA73BCB-80C4-46EE-9977-53116116678A at its own expense, cost and risk, shall indemnify any and all claims, actions, suits or other proceedings that may be brought or instituted against the Indemnitees on any such claim or liability covered by this subparagraph, and shall pay or satisfy any judgment that may be rendered against the Indemnitees, or any of them, in any action, suit or other proceedings as a result of coverage under this subparagraph. b. To the fullest extent permitted by law, and as limited by California Civil Code 2782.8, Contractor agrees to indemnify and hold Indemnitees harmless from all liability arising out of any claim, loss, injury to or death of persons or damage to property to the extent caused by its negligent professional act or omission in the performance of professional services pursuant to this Agreement. c.Except for the Indemnitees, the indemnifications provided in this Agreement shall not be construed to extend any third party indemnification rights of any kind to any person or entity which is not a signatory to this Agreement. d. The indemnities set forth in this section shall survive any closing, rescission,or termination of this Agreement, and shall continue to be binding and in full force and effect in perpetuity with respect to Contractor and its successors. 18. Insurance. a. Contractor shall carry workers' compensation insurance as required by law for the protection of its employees during the progress of the work. Contractor understands that it is an independent contractor and not entitled to any workers' compensation benefits under any City program. b. Contractor shall maintain during the life of this Agreement the following minimum amount of comprehensive general liability insurance or commercial general liability insurance: the greater of (1) One Million Dollars ($1,000,000) per occurrence; or (2) all the insurance coverage and/or limits carried by or available to Contractor. Said insurance shall cover bodily injury, death and property damage and be written on an occurrence basis. c.Contractor shall maintain during the life of this Agreement, the following minimum amount of automotive liability insurance: the greater of(1) a combined single limit of One Million Dollars ($1,000,000); or (2) all the insurance coverage and/or limits carried by or available to Contractor. Said insurance shall cover bodily injury, death and property damage for all owned, non-owned and hired vehicles and be written on an occurrence basis. d. Any insurance proceeds in excess of or broader than the minimum required coverage and/or minimum required limits which are applicable to a given loss shall be available to City. No representation is made that the minimum insurance requirements of this Agreement are sufficient to cover the obligations of Contractor under this Agreement. e. Each policy of general liability and automotive liability shall provide that City, its officers, officials, agents, and employees are declared to be additional insureds under the 5 DocuSign Envelope ID:DBA73BCB-80C4-46EE-9977-53116116678A terms of the policy, but only with respect to the work performed by Contractor under this Agreement. A policy endorsement to that effect shall be provided to City along with the certificate of insurance. In lieu of an endorsement,City will accept a copy of the policy(ies)which evidences that City is an additional insured as a contracting party. The minimum coverage required by Subsection 18.b and c, above, shall apply to City as an additional insured. Any umbrella liability insurance that is provided as part of the general or automobile liability minimums set forth herein shall be maintained for the duration of the Agreement. f.Contractor shall maintain during the life of this Agreement professional liability insurance covering errors and omissions arising out of the performance of this Agreement with a minimum limit of One Million Dollars ($1,000,000) per claim. Contractor agrees to keep such policy in force and effect for at least five (5) years from the date of completion of this Agreement. g. The insurance policies maintained by Contractor shall be primary insurance and no insurance held or owned by City shall be called upon to cover any loss under the policy. Contractor will determine its own needs in procurement of insurance to cover liabilities other than as stated above. h. Before Contractor performs any work or prepares or delivers any materials, Contractor shall furnish certificates of insurance and endorsements, as required by City, evidencing the aforementioned minimum insurance coverages on forms acceptable to City,which shall provide that the insurance in force will not be canceled or allowed to lapse without at least ten (10) days' prior written notice to City. i.Except for professional liability insurance coverage that may be required by this Agreement, all insurance maintained by Contractor shall be issued by companies admitted to conduct the pertinent line of insurance business in California and having a rating of Grade A or better and Class VII or better by the latest edition of Best Key Rating Guide. In the case of professional liability insurance coverage, such coverage shall be issued by companies either licensed or admitted to conduct business in California so long as such insurer possesses the aforementioned Best rating. j Contractor shall immediately notify City if any required insurance lapses or is otherwise modified and cease performance of this Agreement unless otherwise directed by City. In such a case, City may procure insurance or self-insure the risk and charge Contractor for such costs and any and all damages resulting therefrom, by way of set-off from any sums owed Contractor. k. Contractor agrees that in the event of loss due to any of the perils for which it has agreed to provide insurance, Contractor shall look solely to its insurance for recovery. Contractor hereby grants to City,on behalf of any insurer providing insurance to either Contractor or City with respect to the services of Contractor herein,a waiver of any right to subrogation which any such insurer may acquire against City by virtue of the payment of any loss under such insurance. 6 DocuSign Envelope IL):DBA73BCB-80C4-46EE-9977-53116116678A 1.Contractor shall include all subcontractors, if any, as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor to City for review and approval. All coverages for subcontractors shall be subject to all of the requirements stated herein. 19. Termination. City may for any reason terminate this Agreement by giving Contractor not less than five (5) days' written notice of intent to terminate. Upon receipt of such notice, Contractor shall immediately cease work, unless the notice from City provides otherwise. Upon the termination of this Agreement, City shall pay Contractor for services satisfactorily provided and all allowable reimbursements incurred to the date of termination in compliance with this Agreement, unless termination by City shall be for cause, in which event City may withhold any disputed compensation. City shall not be liable for any claim of lost profits. 20. Maintenance and Inspection of Records. In accordance with generally accepted accounting principles, Contractor and its subcontractors shall maintain reasonably full and complete books, documents, papers, accounting records, and other information (collectively, the records")pertaining to the costs of and completion of services performed under this Agreement. City and its authorized representatives shall have access to and the right to audit and reproduce any of Contractor's records regarding the services provided under this Agreement. Contractor shall maintain all such records for a period of at least three (3)years after termination or completion of this Agreement. Contractor agrees to make available all such records for inspection or audit at its offices during normal business hours and upon three(3)days' notice from City,and copies thereof shall be furnished if requested. 21. Compliance with all Laws/Immigration Laws. a. Contractor shall be knowledgeable of and comply with all local, state and federal laws which may apply to the performance of this Agreement. b. If the work provided for in this Agreement constitutes a"public works,"as that term is defined in Section 1720 of the California Labor Code,for which prevailing wages must be paid, to the extent Contractor's employees will perform any work that falls within any of the classifications for which the Department of Labor Relations of the State of California promulgates prevailing wage determinations, Contractor hereby agrees that it, and any subcontractor under it, shall pay not less than the specified prevailing rates of wages to all such workers. The general prevailing wage determinations for crafts can be located on the website of the Department of Industrial Relations (www.dir.ca.gov/DLSR). Additionally, to perform work under this Contract, Contractor must meet all State registration requirements and criteria,including project compliance monitoring. c.Contractor represents and warrants that it: 1) Has complied and shall at all times during the term of this Agreement comply, in all respects, with all immigration laws, regulations, statutes, rules, codes, and orders, including, without limitation, the Immigration Reform and Control Act of 1986 IRCA); and 7 UocuSign Envelope ID:DBA73BCB-80C4-46EE-9977-53116116678A 2) Has not and will not knowingly employ any individual to perform services under this Agreement who is ineligible to work in the United States or under the terms of this Agreement; and 3) Has properly maintained, and shall at all times during the term of this Agreement properly maintain, all related employment documentation records including, without limitation, the completion and maintenance of the Form I-9 for each of Contractor's employees; and 4) Has responded, and shall at all times during the term of this Agreement respond, in a timely fashion to any government inspection requests relating to immigration law compliance and/or Form I-9 compliance and/or worksite enforcement by the Department of Homeland Security, the Department of Labor, or the Social Security Administration. d. Contractor shall require all subcontractors or subconsultants to make the same representations and warranties as set forth in Subsection 21.c. e.Contractor shall, upon request of City, provide a list of all employees working under this Agreement and shall provide,to the reasonable satisfaction of City,verification that all such employees are eligible to work in the United States. All costs associated with such verification shall be borne by Contractor. Once such request has been made, Contractor may not change employees working under this Agreement without written notice to City, accompanied by the verification required herein for such employees. f.Contractor shall require all subcontractors or sub-consultants to make the same verification as set forth in Subsection 21.e. g. If Contractor or subcontractor knowingly employs an employee providing work under this Agreement who is not authorized to work in the United States, and/or fails to follow federal laws to determine the status of such employee,that shall constitute a material breach of this Agreement and may be cause for immediate termination of this Agreement by City. h. Contractor agrees to indemnify and hold City, its officers, officials, agents and employees harmless for,of and from any loss, including but not limited to fines,penalties and corrective measures City may sustain by reason of Contractor's failure to comply with said laws, rules and regulations in connection with the performance of this Agreement. 22. Governing Law and Venue. This Agreement shall be construed in accordance with and governed by the laws of the State of California and Contractor agrees to submit to the jurisdiction of California courts. Venue for any dispute arising under this Agreement shall be in Orange County, California. 23. Integration. This Agreement constitutes the entire agreement of the parties. No other agreement,oral or written,pertaining to the work to be performed under this Agreement shall 8 DocuSign Envelope ID:DBA73BGB-80C4-46EE-9977-53116116678A be of any force or effect unless it is in writing and signed by both parties. Any work performed which is inconsistent with or in violation of the provisions of this Agreement shall not be compensated. 24. Notice. Except as otherwise provided herein, all notices required under this Agreement shall be in writing and delivered personally, by e-mail, or by first class U.S. mail, postage prepaid, to each party at the address listed below. Either party may change the notice address by notifying the other party in writing. Notices shall be deemed received upon receipt of same or within three (3)days of deposit in the U.S. Mail,whichever is earlier. Notices sent by e- mail shall be deemed received on the date of the e-mail transmission. CONTRACTOR" CITY" Smith Emery Laboratories, Inc. City of Orange 1197 N. Tustin Avenue 300 E. Chapman Avenue Anaheim, CA 92807 Orange, CA 92866-1591 Attn.: Robert Greeley Attn.: Youichi Nakagawa Telephone: (714)231-2049 Telephone: (714) 744-5572 E-Mail: rob@smithemerylabs.com E-Mail: ynakagawa@cityoforange.org 25. Counterparts. This Agreement may be executed in one or more counterparts,each of which shall be deemed an original, but all of which together shall constitute one and the same instrument. Signatures transmitted via facsimile and electronic mail shall have the same effect as original signatures. Remainder of page intentionally left blank; signatures on next page] 9 Docusign Envelope IL): DBA7313CB-80G4-46EE-9977-53116116678A IN WITNESS of this Agreement, the parties have entered into this Agreement as of the year and day first above written. CONTRACTOR" CITY" SMITH EMERY LABORATORIES, INC., CITY OF ORANGE, a municipal corporation a California corporation 5%, ocuSigned by: DocuSigned by: la Part o(, B : Li,ow as c. .ist( t AdOf1Fr91911RAAA y AFAAF5Rfi1nA 11111fi Printed Name: Jim Partridge Thomas C. Kisela, City Manager Title: 7 mes Partridge President, Civil Engiineer DocuSigned by: Oat, By: f.D5CnAFfiFA19ACg ATTEST: Printed Name: Helen Choe DocuSigned by: Title: CFO 11R?RFnCRARFF47A Pamela Coleman, City Clerk APPROVED AS TO FORM: Mike Vigliotta, City Attorney CDocuSigned by: kaiSSIL k. Cres{ vetif t, CA888FBD9045487 by Melissa M. Crosthwaite Senior Assistant City Attorney NOTE:City requires the following signature(s) on behalf of the Contractor: 1)the Chairman of the Board,the President or a Vice-President,AND (2)the Secretary, the Chief Financial Officer, the Treasurer, an Assistant Secretary or an Assistant Treasurer. If only one corporate officer exists or one corporate officer holds more than one corporate office, please so indicate. OR The corporate officer named in a corporate resolution as authorized to enter into this Agreement. A copy of the corporate resolution, certified by the Secretary close in time to the execution of the Agreement,must be provided to City. 10 DocuSign Envelope ID:DBA73BGB-80C4-46EE-9977-53116116678A EXHIBIT "A" SCOPE OF SERVICES Beneath this sheet.] DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-531 1 61 1 6678A EXHIBIT "A" SCOPE OF WORK for GEOTECHNICAL SERVICES A) General: This agreement does not guarantee the Contractor to receive any work from the City. The Contractor shall provide geotechnical services as requested by the City based on a project's availability, needs and compatibility. The typical geotechnical services and scope of work which the Consultant may be requested to perform shall include, but not be limited to, the following: Concrete/Asphalt Batch Plant Inspections Field Inspections Moisture and Density Tests Sieve Analysis Tests Sand Equivalent Tests Maximum Density Tests Concrete/Asphalt Mix Design Review Concrete Compressive Strength Tests Cement/Fly Ash Sampling Aggregate Sampling and Testing Water Sampling and Testing (Concrete Mix) Concrete Sampling and Testing (plant and site) Asphalt Sampling and Testing (plant and site) Percent Crushed Particles Tests Asphalt Maximum Density Asphalt Extraction/Gradation Quality Assurance on Federal Funded Projects All tests and inspections are to be conducted per the frequency and method outlined in the current Caltrans QAP. B) Specific Requirements: 1) Materials Laboratory — Shall be under the responsible management of a California registered Engineer with experience in sampling, inspection and testing of construction materials. The Engineer shall certify the results of all tests performed by laboratory personnel under the Engineer's supervision. The materials laboratory shall contain certified test equipment capable of performing the tests conforming to current Caltrans standards and shall provide documentation of compliance (and current certification) with all of the following: Exhibit "A" Page 1 DocuSign Envelope ID. DBA73BCB-80C4-46EE-9977-531 1 61 1 66 78A a) Shall be a participant in one or more of the following testing programs: AASHTO Materials Reference Laboratory Cement and Concrete Reference Laboratory Caltrans' Reference Samples Program b) Shall employ personnel who are certified by one or more of the following: Caltrans District Materials Engineer Nationally recognized non-Caltrans organizations such as the American Concrete Institute, National Institute of Certification of Engineering Technologies, etc. Other recognized organizations approved by the State of California and/or recognized by local governments or private associations. c) The materials laboratory shall only use laboratory and testing equipment that is in good working order. All such equipment shall be calibrated at least once each year. All testing equipment must be calibrated by impartial means using devices of accuracy traceable to the National Institute of Standards and Technology. A decal shall be firmly affixed to each piece of equipment showing the date of the last calibration. 2) Acceptance Testing (AT) —AT will be performed by a materials laboratory certified to perform the required tests. The test results will be used to ensure that all materials incorporated into the project are in compliance with the contract specifications. Testing methods will be in accordance with the CT Methods or a national recognized standard(i.e. AASHTO, ASTM, etc.) as specified in the contract specifications. Sample locations and frequencies may be in accordance with the contract specifications. If not so specified in the contract specifications, samples shall be taken at the locations and frequencies as shown in Appendix D of the Caltrans QAP Manual. 3) The Contractor's rate of pay as shown herein shall include labor, equipment, travel time, and materials necessary to perform the geotechnical services as specified by the City. The Contractor's rates shall be in effect through the life of this Agreement. 4) All rates shall be prevailing wage rates for Public Works projects specified by the Director of Industrial Relations. 5) The actual hours of payment shall be determined by the total hours on site including batch plants inspections. 6) Two-hour minimum charge for each site visit less than two working hours. 7) The total cost for each request shall be based on a time-and materials basis in accordance with the Contractor's Schedules of Fees, and/or a "not to exceed" total. The Contractor shall proceed to provide the service within twenty-four (24) hours of verbal/written request from the City unless otherwise directed by the City. Exhibit "A" Page 2 DocuSign Envelope ID:DBA73BCB-80C4-46EE-9977-53116116678A 8) Contractor must provide its proposed Quality Assurance personnel certificate of proficiency and qualifications to the City for review when requested. 9) Provide daily report and time sheet at the end of the work day to the City far review. 10)Coordinate with City Contractor Quality Control Firm to perform various testing services. 11)Contractor shall comply with all of the latest Caltrans requirements for Quality Assurance testing services. 12)Contractor shall submit insurance certificates and endorsements, per the City requirements. Consultant shall be notified and requested to submit within five (5) working days. 13)City reserves the right to terminate this Agreement for any reason by giving five (5) days written notice of intent to terminate to Consultant. Exhibit "A" Page 3 DocuSign Envelope ID:DBA73BCB-80C4-46EE-9977-53116116678A Smith-Emery Laboratories Schedule Of Fees Southern California Area City of Orange 2024 14-Ery40 14 11rei}• lii*.thisa..“1.4 ."r--;Ee r to t{i4f L s i;+ c 1 p4c•,40AA/ DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A Table of Contents Professional Staff ii Professional Affiliations,Approvals&Accreditations Committees,Jurisdictional/OSHA Approvals,Offices iv Charges for Services and Contract Terms v General Conditions viii Inspection Services 1 General Field Services 3 Laboratory Services 5 Aggregate 6 Asphalt Concrete 8 Calibration Verification Services 9 Ceramic Tile&Stone 10 Concrete 12 Construction Materials 14 Curtain Wall 16 Masonry 18 Metallurgical 19 Plastics and Plumbing 22 Quality Assurance(3rd Party Audit)23 Reinforcement 24 Soils 26 Structural 27 Geotechnical and Environmental Services 29 Chemical Services 31 Organic Analysis 31 Inorganic Analysis 32 Administrative Fees 33 i — DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A e-Staff Principal James E. Partridge P.E.-Civil.President Edward Salazar Artedi Cortez R. Theodore Peet P.E. - Civil, CWI P.E., C.E.,G.E. ,M.S.G.E. P.E-Civil, B.S.C.E., ASNT Level III University Of California,Berkley U.P., World Open Uni S.Dakota University Of Pittsburgh Janeth Quintero Simon Bittar Julien Atallah P.E., Civil, B.S.C.E. P.E., Civil. B.S.C.E P.E.,CWI,PCI III,CQA,CQE Javeriana U,Bogot4 Colombia Cal State Los Angeles Cal State Polytechnic University-Pomona Dinesh Shrestha William Partridge Joseph Kingston P.E. G.E, QSD B.S.M.E. B.S.C.E.. CWI Cal State University Fullerton University Of San.Diego University Of Pittsburgh Patrick Morrison Carl Eklund Christopher Larkin P.E., Civil. B.S.C.E. P.G.,B.A. Biology P.G. CEG Cal State University Long Beach Western University Washington Cal State University Humboldt Wilfredo Bote Agerico M. Banzuela Angelito Cabanilla B.S.C.E. B.S.E.M. B.S.C.E. Central Luzon Polytech-Philippines Mapua Inst. Of Tech-Philippines Adamson University-Philippines Christian Granada Idebrando Resurreccion Rafael Cruz Chemistry B.S.C.E. B.S.E.E. University Of Santo Tomas-Philippines National University-Colombia Far Eastern U,Philippines Christopher Dsouza Rick 0 Parlier Azmat Imam B.S.,AWS,ASNT NDT Level III Chemical Engineering Chemical Engineering, M.Sc. University of Northampton,UK University Of California Ohio University Lynn Klimasofski Subhasmita Jena Ray Mazuk,EIT B.Sc.Ph.D,Geology B.S.C.E.Civil,Geotechnical Cal State Los Angeles Utkal University,Odisha,India San Francisco State University ii DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A Affiliations, Approvals & Accreditations Professional Affiliations American Society of Civil Engineers American Society for Testing Materials American Society of Safety Engineers American Concrete Institute American Welding Society American National Standards Institute American Society for American Society for Quality American Water Works Association Non Destructive Testing American Chemical Society California Geotechnical Engineers Construction Specifications Institute Association Geological Society of America International Association of Plumbing International Code Council Mechanical Officials National Society of Registrar Accreditation Board Society of Fire Protection Engineers Professional Engineers Society of Petroleum Engineers Structural Engineers Association of Southern California Approvals and Accreditations (Partial List) American Concrete Institute American Association Of State Highways American Materials Reference Laboratory American Architectural ANSI ASME NQA-1 Compliant California Department of Transportation Manufacturers Association California Department of Health California Water Boards ELAP County Sanitation Districts of Care Access and Information Accreditation Los Angeles County City Of San Francisco City Of Los Angeles Clark County Approved Agency And Labratory Concrete and Cement Reference Division of the State Architect Fabricator Audit Program per/IBC Laboratory section 17 ISO/IED Standard 17025 and International International Code 17020 Accreditation Service Conference-Evaluation Service IAPMO Inspection Agency and Nuclear Regulatory Office of Statewide Health Laboratory Recognition Commission Planning and Development RABQSA/Exemplar Registration State of Florida and US Army Corps Of Engineers and Dade County Approved Certification (Int) Agency and Laboratory US Department of State, City Of San Diego Overseas Buildings Operations Testing Laboratory Special Inspection Agency III — DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A Y y s'E Committees, Approvals & Offices NFPA Committees on Fire Science Technology Architect, Engineers and Building Official Section International Association of Arson Investigators Building Safety Section, Commercial/Residential LABC Life and Safety Committee California Title 24 Sub-Committee LABC Structural Committee Education Section National Fire Marshals Associate Florida State Structural Provisions Committee Oregon/NFPA Fire Chief Association Jurisdictional Approvals - Third Party Quality Assurance Agency and Testing Laboratory City of Corvallis, OR City of Emeryville, CA City of Honolulu, HI City of Oakland, CA City of Ocean Shores,WA City Of Palmdale, CA City of Portland, OR City of San Jose,CA City of San Mateo, CA City and County of Riverside, CA City and County of Salem, OR City and County of Spokane,WA Clark County, NV Grays Harbor County, WA Los Angeles County, CA National City, CA San Diego County, CA State of Oregon State Of Florida and Dade County, FL Washington Association of Building Officials - Seattle, WA OSHA Approvals for Testing Federal OHSA California OSHA Oregon OHSA Washington OSHA Office Locations Main Office 791 East Washington Boulevard Los Angeles,CA.90021 P - (213) 749-3411 P - (213) 741-8626 www.smithemery.com info@smithemery.com Branch Offices Anaheim,CA San Francisco,CA Salem,OR Fresno,CA P - (714) 238-6133 P - (415)-642-7326 P - (509) 285-4337 P - (559) 352-3097 Shanghai,China P - (86)-138-019-4 iv — DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A tiH V Charges for Services and Contract Terms The Charges for Services and General Conditions set forth below will govern the provision of services and will constitute the contract terms between the Client and Smith-Emery Laboratories("Smith-Emery")unless the Client and Smith-Emery have executed a written contract with respect to such services,in which case the terms and provisions of the written contract shall control. 1. Working Conditions And Hours - Field Services 1.1 Minimum Charges Show-up--No work performed--2 hours. 4 hour minimum--1 to 4 hours. 8 hour minimum--Work over 4 hours. Billable minimum one hour staff engineer,per week. NOTE:Less than 24 hour call-out may necessitate premium charges. 1.2 Regular Time First 8 hours,Monday through Friday,between 6:30am to 4:00pm. 1.3 Time And One-Half Hours 9 through 12,Monday through Friday. Hours 1 through 12 Saturday. Day Shift between 3:00 a.m.and 5:00 a.m. 1.4 Double Time All hours after 12 Monday through Saturday and all day Sunday. All holiday hours for in-plant off-site shop inspections. Holidays are:New Year's,Memorial,Presidents,Independence,Labor,Veterans, Thanksgiving,Day after Thanksgiving,and Christmas. 1.5 Travel Time And Mileage No Travel Time or Mileage within 50-mile radius of our laboratory.For projects outside the 50-mile radius,special quotations will be made. Travel Time may be charged from portal to portal(if necessary to pick up/drop off equipment)to closest Smith-Emery location with mileage reimbursement. Internal Revenue Service(IRS)mileage rates-http://www.irs.gov/Tax-Professionals/Standard-Mileage-Ratesmade. 1.6 Parking When not furnished,parking will be charged as paid by the SEL representative. 1.7 Subsistence On remote jobs,subsistence,when not furnished,will be charged by quotation. 1.8 Shift Differential Second(Swing Shift)--Eight(8)hours will be charged for first 7'/:hours worked.Time worked in excess of 7%hours will be billed at time and one-half rate. Third(Graveyard Shift)--Eight(8)hours will be charged for first 6.5 hours worked.Time worked in excess of 6.5 hours will be billed at time and one-half rate. Northern California Steel Shops--add 12.5%for Night Shift Differential. v — DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A 41) Charges for Services and Contract Terms (continued) 1.9 Completion SEL representative will remain on job until discharged by competent authority. tic Cancellation No charge if made before 4:00 p.m.of the preceding day.See Minimum Charge. 1.11 3rd Party Billing Software Customer requests to submit invoice(s)via customers Software will be charged for special billing handling.Charges will show on the invoice as Special Billing Handling at a flat rate of$145 per month. 1.12 Insurance Smith-Emery carries all insurance required by law.Additional costs of extra insurance certificates, coinsurance endorsements or additional insurance will be invoiced to the client. 2. Terms Of Payment 2.1 Upon ordering work from Smith-Emery and in consideration of the extension of credit,Client and Smith-Emery agree as follows: a. Invoices for services will be rendered weekly and payments thereof are due upon presentation of invoice. b. Where credit terms have been requested and approved by Smith-Emery,invoice terms will be net fifteen(15)days. c. Client will notify Smith-Emery of any invoice errors or necessary corrections within fifteen(15) days of receipt of invoice;thereafter,client acknowledges invoices shall be deemed to be correct. d. Invoices shall be deemed delinquent if not paid within thirty(30)days from the date of invoice, and will be subject to a late payment charge of 1.5%of the invoice total plus an additional charge of 1.5%of the invoice total for each month for additional credit and collection expense incurred thereby. e. Smith-Emery reserves the right to terminate its Services to Client,with 3-day notice,if all invoices are not paid currently.Upon such termination of Services,the entire amount accrued for all Services performed shall immediately become due and payable.Client waives any and all claims against Smith-Emery,its subsidiaries,affiliates,servants and agents,in connection with termination of work pursuant to this paragraph. f. Should Smith-Emery deem it necessary to refer a past-due account to an attorney or to file suit for collection,Client agrees to pay all actual expenses and costs incurred thereby,including actual attorney's fees and costs.Jurisdiction and venue of all such actions and any other actions arising from this agreement or the provision of services by Smith-Emery shall be in Los Angeles County, State of California. 3. Escalation Clause 3.1 The prices quoted below for All Services will change after June 30st each year.On July 1st of each year thereafter,the charges for services set forth in this Schedule of Fees will be adjusted by changes in our general administrative and overhead expenses.These adjusted charges shall become the agreed upon basis for charges by Smith-Emery to Client. vi — DocuSign Envelope ID:DBA73BCB-80C4-46EE-9977-53116116678A D: Charges for Services and Contract Terms (continued) 4. Anticipated Costs 4.1 Client recognizes and agrees that any"anticipated costs:"budget estimates,"or the like that may be prepared by Smith-Emery are NOT"guaranteed maximums:'"lump sums;or"not-to-exceed totals.' Client will be invoiced for all work performed on time and material basis based on Smith-Emery's Working Conditions and Hours,as an attachment to their contract. 4.2 The client recognizes that if shop steel inspection is listed in the proposal,that unless noted,the inspection is estimated to be performed in only one steel fabrication facility.In addition,it is recognized by the client that any weekly overtime hours,Saturday or Sunday work,double shift, and/or night shift differential for shop steel inspection is not included in this proposal unless noted. 5. Prevailing Wage 5.1 Smith-Emery reserves the right to re-negotiate the hourly wage portion of the project proposal if the project is deemed to be prevailing wage after the proposal is submitted and/or signed. 5.2 Wage determinations for PW projects are set by the department of labor and become effective July 1st of each year. At that time,the charges for services set forth in this schedule of fees will be adjusted by the new determination and changes in our general administrative and overhead expenses.These adjusted charges shall become the agreed upon basis for charges by Smith-Emery to client. vii — DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A s E: General Conditions 1. Indemnification 1.1 In the event of any claim against Smith-Emery by any party other than the Client,Client agrees to hold Smith-Emery,including its shareholders,officers,directors,employees,agents and representatives, free and harmless of and from,and to indemnify and defend Smith-Emery against,any and all liability, claims,causes of action,demands,judgments,losses,damages,expenses or costs(including,but not limited to,all costs and fees of litigation)of every kind,nature and description,including,but not limited to,any and all demands arising by reason of injury or death to person or damage to property, real or personal,including loss of use thereof,economic loss or loss or damages otherwise arising directly or indirectly out of the obligations herein undertaken,or out of operations conducted by Client,however caused or alleged to have been caused,even if due to the acts,errors,omissions or negligence,active,affirmative or passive of Smith-Emery,except for such losses or damages arising out of or caused by the sole negligence or willful misconduct of Smith-Emery. 2.Limitation Of Liability 2.1 Client and Smith-Emery agree to limit the liability,including but not limited to liability for consequential damages,of Smith-Emery,including its shareholders,officers,directors,employees, agents and representatives for any acts,errors,omissions,breaches of contract,or negligence,active, affirmative,passive,concurrent or sole,on the part of Smith-Emery,arising directly or indirectly from the performance of the professional services under this Agreement,to Client to$10,000 or an amount equal to Smith-Emery's fee,whichever is greater. 2.2 Client agrees and understands that,in order to provide the professional services requested at the agreed-upon fees,this Agreement does not provide for full liability of Smith-Emery for losses or damages which may arise directly or indirectly under this Agreement.Client further understands that should Client require Smith-Emery to accept exposure to greater liability under this Agreement, Client has the opportunity to negotiate in advance a higher limitation of liability,or to eliminate entirely such limit of liability,but that the higher fees commensurate with this higher risk of liability to Smith-Emery shall be subject to agreement.Client agrees that this provision limiting Smith-Emery's liability cannot be modified,altered,or varied except by a written instrument signed by client and Smith-Emery. 2.3 Client understands and agrees that smith-emery is not an insurer;that this agreement does not provide client with insurance coverage by smith-emery or anyone acting on its behalf;that all fees hereunder are based solely on the value of the professional services to be provided by smith-emery; that insurance,if any,shall be obtained by client at client's sole expense. 3. Dominant Terms 3.1 The terms and conditions of this agreement shall take precedence over any terms and conditions which may appear in client's purchase order,approval or acceptance.Any terms and conditions of client's purchase order,approval or acceptance which are not identical to the terms and conditions of this agreement are null and void,are not part of the agreement between smith-emery and client and are not binding upon smith-emery.The terms and conditions of this agreement may not be varied or changed,nor any of its provisions waived,except by written agreement,signed by an authorized representative of Smith-Emery. PLEASE READ THESE GENERAL CONDITIONS WITH CARE viii — DocuSign Envelope ID:DBA73BCB-80C4-46EE-9977-53116116678A 4` DP". EM General Conditions RA-r09- Schedule of Fees for Inspection Services The prices quoted below for All Services will change after June 30st each year.On July 1st of each year thereafter,the charges for services set forth in this Schedule of Fees will be adjusted by changes in our general administrative and overhead expenses.These adjusted charges shall become the agreed upon basis for charges by Smith-Emery to Client.Any customized pricing received in a"Project Cost Estimate"shall supersede this document. Concrete Inspection Steel Shop Visual Inspection 1 1 1 I Regular Time 101.00 1210 Regular Time By Quote Grading Inspection Steel Shop Non-Destructive Testing 1510 Regular Time 135.00 2210 Regular Time By Quote Fireproofing Inspection Steel Field Visual Inspection 1314 Regular Time 101.00 1314 Regular Time 101.00 Membrane Inspection Steel Field Non-Destructive Testing 1810 Regular Time S105.00 2310 Regular Time S 105.00 Field Technician(ACl/SOILS/AC)Masonry Inspection 1815 Regular Time 101.00 3510 Regular Time 101.00 Wood Framing Inspection CWI/Non-Destructive Inspection 1819 Regular Time 101.00 Regular Time 105.00 Subsistence/Per-Diem rate for Steel shop and/or shop non-destructive testing or any other shop inspection out of the state of California and in state greater than 50 miles from Smith Emery shall be invoice is a T&M rate by quote rate. I GSA establishes the per diem rates for the lower 48 Continental United States(CONUS),which are the maximum allowances that employees are reimbursed for expenses incurred while on official travel. I In accordance with per diem rate for an area are actually three allowances:the lodging allowance,meals allowance and the incidental expense allowance(car rental). I Smith Emery shall make travel and/or subsistence payments to each worker to execute the work out of state and in state greater than 50 miles from Smith Emery.All travel and subsistence shall be invoiced to client. vi DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A U2 General Field Services CODE COST CODE COST 4474 Film Adhesion 120 4409 Dry Film Thickness Gage 71 AS I M 1)4541-Regular Time, per hour per day 4475 Dry Film Thickness 120 441.6 Misc.Equipment Charge By Quote ASTM D6132 - Regular Time,per hour 4419 Photostress By Quote 3210 Adhesion/Cohesion Testing of Spray By Quote per day Applied Fireproofing 4430 Vibration and Sound Monitoring By Quote Regular Time, per hour per day 3211 Firestopping Technician 120 4431. Concrete Air Meter,Pressure of 82 Regular Time, per hour Volumetric 3310 Batch Plant Technician 120 per day Regular Time, per hour 120 4436 Concrete Unit Weight Kit,scale, 82 3410 Roofing,Technicin bucket,plate,mallet,and rod Regular ime,per hour 120 per day 3510 Membrane Technician 4437 2-inch cube brass embecco molds 82 Regular ime,per hour each-per day 3511. Roofin /Waterproofing Technician By Quote Regular-rime,ime,per hour 9217 Film Adhesion Equipment,Dollies and $109 3512 Pull Testing of Post Installed Anchors, $120 Epoxy Technician per day Regular Time,per hour 4467 Strain Gages By Quote 3610 Mixed Concrete,Technician 120 4397 Fall Prevention Equipment 54 Regular Time,per hour,4-hour minimum per day 4420 Special Testing By Quote 4398 Mobile Concrete Laboratory 545 3088 Structural Investigations of Existing By Quote 2400 Ultrasonic Testing Equipment 54 per day Buildings 2500 Phased Array Ultrasonic Testing By Quote 3096 Corrosion Survey By Quote 3097 Ground Penetrating Radar 196 Equipment er hour 2501 Hi-Rail UT Vehicle 9801 5101 Mileage 80 includes two technicians-per day 3099 Equipment Delivery and Stand by time $109 2502 Hi-Rail UT Vehicle Mobilization By Quote Per hour 2503 Ultrasonic by Electromagnetic Induction $163 3061 Non-Destructive Testing By Quote per hour 3061 Non-Destructive Testing,Phased Array By Quote Note-all equiptment is required to be operated by one of our UT tained technicians/inspectors. Additional charges are applied for Field Equipment Charges Activity Cost our SE technical inspector's time. 4415 Skidmore 109 Concrete Coring Services per day 3710 Technician and Equipment Concrete $163 4413 Torque Wrench 82 4 and 8 hour minimum)-per hour per day 3910 Coring for Overhead/Ceiling coring $201 4414 Multiplier 33 4 hr. minimum)-per hour per day Miscellaneous Concrete Coring Prices: 4464 Pull Test Equipment(ram,pump,gage) $163 7345 Patching Slab on Grade Cored Holes $44 per day with 2500 psi Concrete Patch 4465 Dynamometer 82 each per day 7348 Scaffolding 163 9704 Schmidt Hammer 82 per day per day 7346 Thickness Determination 33 3097 Ground Penetrating Radar(GPR) 196 per ASTM C42 per hour(4-hr min) 7347 Compression Strength Determination $109 4814 Flatness Equiptment Charge 653 half day Including sample preparation and 4826 Flatness Equiptment Charge 1307 eapping)ch per day 7325 Travel Time,per hour(travel time by $98 9117 Field Hardness Equipment 71 per day quote for prevailing wage projects) 7313 Mileage,per mile 80 3 — DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A AN 11D-, 2 General Field Services (continued) CODE COST CODE COST Asphalt Concrete Coring Services 3710 Technician and Equipment Asphaltic $163 Concrete Cores 4 and 8 hour minimum) Alternate Individual Core Prices all prices are for a four core minimum job): 7022 Asphaltic Concrete Cores 2",3"and 4" $65 Diameter First 6"in depth)each 7029 Asphaltic Concrete Cores 6"and 8" $65 Diameter First 6"in depth)each 7030 Asphaltic Concrete Cores 27 per inch after 6"in depth)each Miscellaneous Ashphaltic Coring Prices 7031 Patching of Core Drilled Holes Using $4.00 Cold Patch Material each 7032 Thickness Determination 27 per ASTM C42-each 7033 Specific Gravity for Determination of $38 Percent Compaction per ASTM D 2726-each 7034 Specific Gravity for Determination of $60 Percent Compaction by paraffin-each 4 — DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A rs po 3 Laboratory Services RI1f R' CODE COST CODE COST Professional Staff — Outside Services — 3011 Registered Professional Engineer, 234 4313 Concrete Core Cutting Cost+25% Laboratory 4406 Materials Purchased By Quote per hour 4416 Rental of Equipment Cost+20% 3015 Staff Engineer 218 4417 Outside Laboratory By Quote per hour 9702 Outside Services Cost+25% 3012 Laboratory Supervisor,regular time $125 per hour Laboratory Hours 3013 Test Technicians--Laboratory 120 5051 Off-hour Laboratory Operations 1,089 regular time-per hour per day 3014 Test Technicians--AwayfromLab,120 5052 Holiday and Sunday Laboratory 1,634 Regular Time-per hour Operations 3009 Field Testing-Training,regular time $120 per day per hour 2441 Submittal Review 234 Laboratory hours are 7:00am-4:00pm,Monday through Friday. per hour Additional charges will be made for off-hours or weekend testing 2442 Steel Shop Management, 125 per hour as follows: 2443 Level III Supervisor-ASNT 152 Generally for Compression Testing of Concrete,Base Plate Grout, per hour Masonry Mortar and Grout,as well as Tension and Bend Testing of Expert Witness Testimony Reinforcing Steel. 9603 Court Appearance, 457 per hour-four-hour minimum 9605 Preparation for Court,Consultations $348 per hour Plus actual expenses when out-of-town Administrative 4443 Administrative Support 7% Invoice 9110 `Report Charge 3.00 per report,per copy 9111 Final Report Charge By Quote 4812 General Testing-Rush Charges 50% Special Testing 5022 Miscellaneous Sample Pick-up 87 per hour 5023 Miscellaneous Pick-up 163 per trip minimum(within 40-mile radius) 5028 Miscellaneous Pick-up,per trip minimum $272 more than 40-mile radius) 4406 Materials Purchased By Quote 4408 Sample Preparation By Quote 4422 Special Test Set-Up(2-techs+1 engineer $327 crew) per hour 4420 Special Testing By Quote 4425 Sample Disposal By Quote Travel Expenses — 1103 Subsistence By Quote per day 1106 Travel Expense Cost+25% 4456 Travel Time 98 per hour 5101 Mileage 80 per mile 5 DocuSign Envelope ID:DBA73BCB-80C4-46EE-9977-53116116678A 16)4 Aggregate 4..e CODE COST CODE COST 7000 Absorption,Coarse, 49 7021 Unconfined Compression Test of Intact $76 ASTM C 127-each Rock 7001 Absorption,Fine 60 ASTM D2938-each ASTM C 128-each 7017 Unit Weight,ASTM C 29,(No Air Void $76 7557 Hardness Test By Quote Determination) ASTM D 1865-each each 4132 In Lab Rock Coring and Cutting By Quote 7035 Unit Weight and Air Void Determination $218 7037 Loss On Ignition 109 Coarse Aggregates up to 1", ASTM C25 ASTM C 29-each 7010 Percent Flat/Elongated 218 7036 Unit Weight and Air Void Determination $218 CRD C 119,ASTM D 4791-each Fine Aggregates, 7118 Plate Bearing Test By Quote ASTM C 29-each ASTM D 1195,D 1196 7053 Unit Weight only-Coarse Aggregates up $136 7024 Petrographic Analysis of Aggregate for By Quote to 2 i/2'; Concrete ASTM C 29-each ASTM C295-each 7054 Unit Weight and Air Void Determination $245 7551 Potential Alkali-Silica Reactivity of 381 Coarse Aggregates up to 2 Yi, Aggregate for Concrete ASTM C 29-each ASTM C 289,Chemical Method-each 7552 Potential Alkali Reactivity of Aggregate By Quote Conformity for Concrete, 7101 Clay Lumps/Friable Particles, 87 ASTM C 1260,Mortar-Bar Method-each ASTM C 142-each 7565 Potential Alkali Reactivity of By Quote t055 Cleanness Value,Calif.227, 2 Y2"x 1%z' $245 eaCarbonateRocksforConcrete, ASTM C 586,Rock Cylinder Method-each 7056 Cleanness Value,Calif.227, 1'/s"x 1" $163 7012 Sodium soundness-Fine,5 cycles 240 each ASTM C 88-each 7004 Cleanness Value,Calif.227,up to 1" $136 7046 Sodium soundness-Fine,5 cycles,with $321 each sample preparation 7005 Durability Index,Calif.229,Coarse, $185 ASTM C 88-each Method A(Dc)retained#4 7047 Sodium soundness-Coarse,5 cycles $250 each ASTM C 88-each 7006 Durability Index,Calif.229,Coarse, $180 7050 Sodium soundness-Coarse,5 cycles, $305 Method C and D (Df)fine with sample preparation each ASTM C 88-each 7059 Durability Index,Calif.229,Method B $191 7048 Magnesium soundness-Fine,5 cycles, $256 AS Dc Mod.Lightweight agg AS BB o each 7049 n soundness Coarse,5 cycles $294 7008 Los Angeles Rattler,up to1%" 185 ASl`M each n ASTM C 131-each 7013 Specific Gravity,Bulk SSD,Coarse up to $76 7009 Los Angeles Rattler,up to 2 " 256 A// ASTM C 535-each 72 S M C 127-each 7057 Los Angeles Rattler,up to1'/2"with 218 7051 Specific Gravity,Bulk SSD,Coarse up to $120 sample preparation ASTM C131-each 3yy M C 127-each 7058 Los Angeles Rattler,up to 2 1/ 2"with 256 7052 Specific Gravity,Bulk SSD,Coarse up to $191 sample preparation 2 1/ 2',Complete ASTM C 535-each ASTM C 127-each 7007 Lightweight Aggregate,Coarse, 926+ 7014 Specific Gravity,Bulk SSD,Fine 87 ASTM C 123-each ASTM C 128-each 8514 Lightweight Aggregate,Fine 762+ 7045 Specific Gravity,Bulk SSD,Coarse,136 ASTM C 123-each Complete 7115 Organic Impurities 54 ASTM C 127-each ASTM C40 7060 Specific Gravity,Bulk SSD,Fine, 147 8516 Sand Equivalent(Average of 3) 98 Complete Calif.217 ASTM C 128-each each 6 — DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A N ire 4 Aggregate (continued) CODE COST CODE COST 7123 Sand Equivalent(Average of 3) 98 ASTM D 2419-each 7013 Sieve Analysis,Coarse,136,Cal Test $136 202 each up to 11/2" ASTM C w 7639 Sieve Analysis,Coarse,136,Cal Test $218 202 each greater that 1Y2". ASTM C 7016 Sieve Analysis,Fine,Cal Test 202 120 ASTM C 136-each 749 Sieve Analysis,Fine and Coarse 229 Combined up to 1'/z",Cal Test 202 ASTM C 136-each 7 553 Staining Materials 327+ ASTM C 641-each A Rush Charge of 100%for same-day results apply to the following tests: ASTM C29 Unit Weight only) 7 — DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A N y. Ilk, 5 Asphalt Concrete CODE COST CODE COST 4117 Aggregate Correction for Ignition Oven $54 each 4112 Asphalt Core Density 38 each 4118 Centrifuge Kerosene Equivalent 163 4119 Complete Asphalt Concrete Mix Design By Quote 4110 Extraction,%Asphalt(Method A,B,or $82 C)or Calif.310.Excluding Ash Correction ASTM D 2172 -each 4111 Extraction,%Asphalt,Ignition Oven $109 each 4108 Gradation on Extracted Sample 109 Including Wash)Calif.202 each Maximum Density 4104 Hveem,Lab-mixed-Calif.366 191 each 4105 Hveem,Pre-mixed-Calif.366 147 each 4106 Marshall,4-Inch Lab-mixed 191 ASTMD 1559-each 4107 Marshall,4-Inch Pre-mixed 136 ASTM D 1559-each 4122 Marshall,6-Inch Lab-mixed 327 ASTM D 5581 -each 4123 Marshall,6-Inch Pre-mixed- 272 ASTM D 5581-each 4120 Maximum Theoretical Unit Weight $191 Rice Gravity) ASTM 2041-each 7019 Moisture Content of Asphalt,CT382 $38 4113 Moisture Vapor Susceptibility 218 4109 Penetration ASTM D 5 65 each! Stability Tests 4100 Hveem,Lab-mixed-Calif.304 272 each 4101 Hveem,Pre-mixed-Calif.304 218 each 4102 Marshall,4-Inch Lab-mixed 272 ASTM D 1559-each 4103 Marshall,4-Inch Pre-mixed 218 ASTM D 1559- each 4124 Marshall,6-Inch Lab-mixed 272 ASTM D 5581-each 4125 Marshall,6-Inch Pre-mixed 218 ASTM D 5581-each 4141 Non-Destructive Pavement By Quote Deflection Testing using Benkelman Beam 8 - DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A tifyt 4° 6 Calibration Verification Services CODE COST CODE COST Calibration Verification of Skidmore-Wilhelm Device& Torque Wrench 4403 Calibration of Skidmore-Wilhelm Device $272 In Lab-up to 110,000 lbs 4126 Calibration of Skidmore-Wilhelm Device $327 In Lab-up to 115,000 to 200,000 lbs 4404 Calibration of Torque Wrench by 272 Skidmore-Wilhelm Device each bolt size(3 required) Calibration Verification of Hydraulic Jacks 4450 Up to 50-tons 299 4451 51 to 74-tons 327 4452 75 to 99-tons 354 4453 100 to 199-tons 436 4454 200 to 299-tons 436 4466 300 to 500-tons 708 4455 Custom Systems By Quote Note:Extra-handling charges will be made on any ram or pump too heavy or bulky for one man to lift. Calibration Verification Of Measuring Device 4497 Calibration of Linear Measuring Device By Quote each 4498 Calibration of Temperature Measuring By Quote Device each 4499 Calibration of Mass Measuring Device By Quote each 4483 Calibration of Force Measuring Device By Quote each 4484 Calibration of Pressure Measuring By Quote Device each 4485 Calibration of Miscellaneous Measuring By Quote Device each 4486 Calibration of Infrared Temperature Gun $245 each 4487 Calibration of Amp Measuring Device $245 each 4888 Calibration of Torque Wrench 272 0 to 250 ft-lbs)each 4127 Calibration of Torque Wrench 327 0 to 251 to 600 ft-lbs)each 4128 Calibration of Pressure Gage 272 0 to 600 psi)-each 4129 Calibration of Pressure Gage 381 601 to 5000 psi)-each 9 DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A M E4# Q©y 7 Ceramic Tile & Stone CODE COST CODE COST Minimum Charge of$375 for any Tile TestingServiceApply 4916 Modulus of Rupture,Ceramic 463 Laboratory Ceramic,Porcelain,and Clay Tile Testing ASTM C133 (5 required)85.00 each 4920 Impact 343 3013 Lab Technician 120 ASTM C368-(10 required)-per set per hour 4984 Impact,(LA S-601-3), *Modified 479 Dimensional --- ASTM D2444-(5 required)per set 4900 Thickness,5.50 (ANSI requires 80) $545 4924 Tensile Tests in Laboratory,CTI 408+ ASTM C499-each 4928 Veneer Bond Strength,2-required 408+ 4901 Facial Dim,5.50 545 ASTM C482 Modified ANSI requires 80 ASTM C499)-each 4925 Shear Tests,(Grout/Thin Set Evaluation; $381 4902 Warpage,7.31(80 required) 637 Tile to Tile) ASTM C485-each 5 minimum ANSI 4903 Wedging,7.31 637 4926 Shear Tests,(Material Shear) 381 80 required)ASTM C502-each 5 minimum ANSI Friction 4927 Water Immersion Processing for 381 4904 Static Coefficient of Friction(3)(Not $479 Shear Tests,5 minimum ANSI Modified)(*Withdrawn ASTM) 4932 Oven Processing for Shear Tests,5 381 ASTM C1028-per set minimum ANSI 4934 Coefficient of Friction(3)(Modified) $479 4933 Low Temperature Processing for 381 Withdrawn ASTM) Shear Tests,5 minimum ANSI ASTM C1028-per set 4965 Bond Strength(Glass tile 4 dry 4 wet, $566 4935 Dynamic Coefficient of Friction(3)479 28 Days) Ceramic Only)ANSI A137.1 ANSI A 137.2-65.00 each per set Performance 4960 Dynamic Coefficient of Friction(5)(all $479 4908 Abrasive Wear Index 457 except Ceramic)ANSI B101.3 ASTM C501(4 required)100.00 each per set Physical 4909 Crazing 817 5 cycles)ASTM C424 4905 Water Absorption 430 4910 (Per ANSI Crazing Requirement) 397 ASTM C373-(5 required)$65.00 each ANSI/ASTM C126 per set(65 samples) 4938 Glaze Adhesion(modified ASTM) 98 4936 Initial Rate of Absorption 256 ASTM D4541-each ASTM C373-(5 required)47.00 each 4912 Color Uniformity 1,307 4911 Thermal Shock 397 ASTM C609 ASTM C484(5 required)per set 4913 Chemical Resistance(qualitative 397 4923 Mohs Hardness(5 required)191 Only 10%HCL and KOH) per set ASTM C650/C126 4980 Length Change-Modified 980 4961 Chemical Resistance(above+Swim $583 ASTM C157-(3 required)per set Pool Chem) Strength(ANSI A137.1) ASTM C650/C126 4906 Bond Strength,(shear test) 501 4962 Chemical Resistance(Extended 1,960 ASTM C482(5 required)$92.00 each ASTM Cf 8/gC826 4907 %Q kieghregt),30.00 (10 required) $310 4963 Glaze Permeability,(Ink Coating 20] 4981 Breaking Load Strength-Flex or Center $327 Inspection ASTM C677 point 4914 Freeze-Thaw Resistance(10)50 cycles $3,262 5 required)ASTM C293-per set per set ASTM C1026 4937 Compressive Strength,Modified with $109 491 5 Additional cycles,per cycle/tile 71 Cutting 4985 Freeze Thaw(10)50 cycles)2450 ASTM C67-each 2-3 months,per set ASTM C67 4982 Compressive Strength Test,*Modified $517 4917 Moisture Expansion,(5 required) 686 ASTM C42- (5 required)per set ASTM C370*Modified 4983 Flexural Strength Test*Modified 397 4921 C.T.I.Stain Resistance 172 ASTM C674- (5 required) per set 8 required)Set CTI T72 10 — DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A 7 Ceramic Tile & Stone (continued)AR. CODE COST CODE COST 4930 Autoclave(3 required), CTI 381 4802 Modulus/Rupture(*20 required) 1,154 each per set ASTM C99 Minimum Charge of$375 for any Tile Testing Service Apply 20 Samples tested as follows: 4939 Imperviousness Test 98 5 Samples tested Wet,Parallel to the grain ASTM C126-each 5 Samples tested Wet,Perpendicular to the grain 4952 Water Absorption and Saturation 490 5 Samples tested Dry,Parallel to the grain Coefficient 5 Samples tested Dry,Perpendicular to the grain per set 90.00 each(5 required),ASTM C67 4804 Water Absorption and Density,(5 430 4986 Abrasion Test&Skid Coeff.(LA 1078 required) S-601-3) ASTM C97/C672-per set set ASTM C2486 and c 1028-4pcs 4810 Abrasion Resistance,(3 required) 501 4987 Abrasion Test only.(LA S-601-3) 719 ASTM C1353-per set ASTM C2486- 2pcs set 4811 Anchor Pull Test(No deflection 147 measurement) Floor Systems and Components —— ASTM C1354-each Floor Installation Performance Level,Robinsons Floor 4819 Anchor Pull Test(With deflection 256 Test ASTM C627-76: measurement) 4918 First Panel--Not Including Tile or 2,058 ASTM C1354-each Installation 4818 Soundness Test, (5 samples required) $512 4919 Second or More on Same Purchase 1,372 ASTM C88 Order per set 4817 Breaking Load,(5 samples required) $381 Miscellaneous ASTM C67-per set 4956 Ceramic Tile Material Purchase CTI By Quote Field Testing ASTM C482 4929 Ceramic Tile Miscellaneous CTI By Quote 3014 Field Technician 114 Mortar Testing per hour 4940 Mortar ANSI Test ANSI 2396} 5101 Ceramic Tile Technician Mileage 80 per mile 4944 Mortar Compression Test 71 5019 Pick-up Sample-within 40-mile radius $71 ASTM C109-each 4945 Mortar Miscellaneous Test CTI By Quote from Laboratory, per hour 4941 Mortar Skinning Test, CTI 125 4957 Field Slip Resistance Test,ASTM C1028, $817 each 4942 Mortar Initial Setting Time,CTI 87 first test (*Withdrawn Standard) each ASTM C1028 4943 Mortar Drop-off Test,CTI By Quote 4958 Field Slip Resistance Test,ASTM C1028, $479 each additional test in same area each ASTM 1028 Grout Testing 4970 Dynamic Coefficient of Friction 817 4950 Grout ANSI Test ANSI By Quote installed floor) 4953 Grout Drop-off Test CTI By Quote first test ANSI B 101.3 4955 Grout Miscellaneous Test CTI By Quote 4964 Dynamic Coefficient of Friction 479 4951 Grout Skinning Test,CTI 125 installed floor),additional test in same each area 4954 Grout Compression-2"cubes 71 ANSI 6101.3 each C1019-each 4971 Dynamic Coefficient of Friction(ceramic $817 Dimension Stone/Building Stone Testing — only installed)first test 4800 Compression Test,(*20 required), 1,154 ANSI A137.1 ASTM C170 4966 Dynamic Coefficient of Friction(ceramic $479 per set only installed)add test in same area 4801 Flex Strength,Cut Samples(*20 1,154 ANSI A137.1 each required),ASTM C880 4959 Field Veneer Bond Strength 1,960+ per set ASTM C482 4931 Flex Strength,Full Size Samples(*20 $3,986 required), (max 40 lbs/sample) ASTM C880-per set 11 — DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A 1M"Erb dp., 8 Concrete CODE COST CODE COST 4300 Compression Test sample prep.and cap, $49 4308 Additional Reading 82 6"x 12"cylinders,including untested per set of 3 bars holds 4302 Storage over 90 days 82 ASTM C 39-each per set of 3 bars,per month 4329 Compression Test sample prep.and cap, $49 5020 Trans.and Processing/Deliver 65 4"x 8"cylinders,including untested holds Shrinkage Molds/Samples-within ASTM C 39-each 40-mile radius from Laboratory 4308 Weight per cubic foot of lightweight $109 per set concrete cylinders Mix Design each 9500 Mix Design,Determination of 272 4304 Flexure Test,6"x 6"beams, 136 ASTM C 78-each Proportions 4305 Splitting Tensile,6"x 12"cylinders 109 3 Business Day Turn Around)each ASTM C 496 each 9505 Mix Design,Determination of 250 4306 Modulus of Elasticity Test-Static 299 Proportions ASTM C 469(includes comp.and Unit Next day turnround)each weight)each 9501 Mix Design,Determination of 381 4228 Thermal Expansion of Concrete 653 Proportions AASHTO T336 each Same Day Turn Service)each 9502 Preparation of Special Strength 381 4227 Unit Weight,Absorption,and Voids in $381 Documentation for Mix Design Hardened Concrete per hour ASTM C642-each 4311 Compression Test,2"-4"-6"Cores, $136 9503 Amend or Retype Existing Smith-Emery $218 Including sample preparation and capping Mix Designs ASTM C 42-each not involving calculations)each 4312 In Laboratory Core Cutting 76 9504 Review Mix Design prepared by Others $240 per hour each 5000 Pickup&Processing Cylinders 22 Labratory Trial Batch 6:30 a.m.to 4:00 p.m.,Monday-Friday(per 4309 Laboratory Trial Batch,(includes slump, $980 sample) air,unit weight,and up to 7-cylinders 5001 Pickup&Processing Cylinders 38 ASTM C 192-each Before 6:30 am and after 4:00 pm& 4310 Laboratory Trial Batch,(including the $1,198 Saturday items above and shrinkage 5002 Pickup&Processing 44 ASTM C 192-each Sunday&Holidays(per sample) 4315 Sampling Material for Laboratory Trial $218 5003 *Minimum Pick-up Charge 218 Batches 5021 Trans.and Processing of Flexural Test $49 per hour Beams-within 40-mile radius from Guinite&Shotcrete Leach 4314 4314 Compression,2",4",6"Cores,including, $136 Forensic Testing preparation,capping,and trimming 4319 Petrographic Examination 3049 -1- ASTM C42each ASTM C856 5016 Trans.and Processing Shotcrete 27 4459 Moisture Vapor Transmission,Calcium $27 Cores within 40-mile radius from Chloride Moisture Kit Laboratory Per Location ASTM F1869 5017 Trans.and Processing Gunite Field 65 4457 Inplace Moisture Content 82 Sample(within 40-mile radius from 4489 Corrosion Potential,Half Cell 545 + Laboratory)less 12x12x6-in. ASTM C876 each 4301 Pulse Velocity,ASTM C597 By Quote 5018 Trans.and Processing Gunite Field 109 4473 Cement Analysis 871 + Sample(within 40-mile radius from ASTM C114-each Laboratory)up to 12x12x12. Shrinkage each 4307 Length Change(3 bars,4 readings,up $436 to 90 days),Modified ASTM C157 12 — DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A 4. 00 t• 8 Concrete (continued) CODE COST CODE COST 5028 Trans.and Processing Gunite Field 272 Sample(within 40-mile radius from Laboratory)2-feet square min. each 5027 ACI 506.2 Core Grading 191 per core Lightweight Roof Fill ASTM C495 4380 Compression Test including capping, $109 and preparation, each 4381 Density 109 each 4382 Cell-Crete 7-days and 14-days report $82 13 — DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A E y©p` 9 Construction Materials off CODE COST CODE COST Roofing Tile 4321 Flexural Strength with M.O.E. 947 6 required-$145.00 each 4700 Absorption 71 4322 Density,3 required 163 each 50.00each 4 701 Additional/Special Tests By Quote 4323 Tensile Strength,3 required 245 4702 Breaking Strength per U.B.C. 71 75.00 each each 4324 Shear Strength,3 required 245 Slate 75.00 each 4805 Modulus of Elasticity,3 parallel,3 588 Fiber Wrap perpendicular 4326 Tensile Strength,panel(12"x12"),5 $953 ASTM C120-$90 each samples(1 X 10-in) 4806 Modulus of Rupture,3 parallel,3 588 ASTM D 30391-$170.00 each perpendicular Saturation Resin for Fiber Composite ASTM C120-$90 each 4807 Water Absorption,3 parallel,3 261 4340 Water Absorption 272 ASTM D570 perpendicular ASTM C121 -$40 each 4341 Compressive Yield Strength 708 ASTM D695 4808 Weathering,3-samples 338 ASTM C217 - 190 each 4342 Flexural Strength,ASTM D790 817 4343 Shore Hardness,ASTM D2240 272 Wire Rope - 4344 Tensile Strength and Elongation 817 4426 Wire Rope 0 through 1"diameter 272 ASTM D638 each 4345 Evaluation By Quote 4427 Wire Rope 1 through 2"diameter 381 per MWD RFQ 704 each 4428 Wire Rope over 2"diameter 490+ Structual Lumbar each 4470 Flexure By Quote Note:Sockets furnished by client ASTM D198 Comp Epoxy-Cores&Coring 4471 ASTM D198 ression By Quote 3710 Field Coring Technician and standard $163 4472 Tension By Quote equipment ASTM D198 per hour 4478 Torsion By Quote 4318 Shear Test on Epoxied Cores 136 ASTM D198 each 4476 Shear By Quote 4346 Epoxied Cores Visual Inspection 136 ASTM D198 each Specialty Grout 4316 Compression Test,Cylinders 136 4395 Rapid-Hardening Grout By Quoteeach ASTM C928 4317 Compression Test,Cores 136 4396 Non-Shrink Grout By QuoteeachASTMC1107 5026 Pick-up Epoxy Cylinders-within 40-mile $33 4490 Time of Setting 272 radius from Laboratory ASTM C266-each per sample 4491 Sulfate Expansion 762+ Fireproofing Tests ASTM C1012-each 4350 Oven Dry Density 136 4492 Flexural Strength 653+ per sample ASTM C348-each 4351 Adhesion/Cohesion Testing 109 4493 Consistence(Cone Test) 272 per hour,4-hour minimum ASTM C939-each 5014 Pick-up Fireproofing 27 4494 Bleeding 762+ ASTM C940-each Samples-within 40-mile radius 4495 Total Chloride Ions By QuotefromLaboratoryASTMC1152-each per sample 4496 Permeability By Quote Glass Fiber Reinforced Concrete ASTM C1202-each 4320 Flexural Strength,without M.O.E. 294 4550 Standard Specification for Mortar for $762+ 6 required)$45.00 each Unit Masonry ASTM C270 14 — DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A ID- 9 Construction Materials (continued) CODE COST CODE COST 4551 Potential Alkali-Silica Reactivity by $762+ Mortar Bar Method ASTM C1260 4552 Potential Alkali-Silica Reactivity by $762+ Accelerated Mortar Bar Method C1567 4553 Standard Specification for Plastic By Quote Stucco)Cement 4554 Standard Specification for By Quote Non-Asbestos Fiber Mat Reinforced Cement Substrate Sheets 15 - DocuSign Envelope ID:DBA73BCB-80C4-46EE-9977-53116116678A Test Bays Height(ft) Width(ft) 1"4, 10 Curtain Wall Mock-Up Performance Testing-Test 1 100 35 Bays Available in the Following Sizes: 1 45 75 Los Angeles & San Francisco) Custom Test Bay Sizes Available by Quote. 5 34 20 1 0 10 1 20 20 CODE COST CODE COST Inspection&Testing Air and Water 3019 Lab Tech Away from Lab 136 8102 Static Water Infiltration(Field) 272 3019 Special Curtain Wall Evaluation 136 ASTM E 331/1105 per hour 8150 Static Water Infiltration(Lab) 490 3019 Curtain Wall Attachment 136 ASTM E 331/1105 per hour 8104 Static Air Infiltration(Field) 272 3019 Exterior Skin from Swing Stage 272 ASTM E 283/783 2 men)per hour 8151 Static Water Infiltration(Lab) 926 3019 Caulking,Sealants,Adhesives 136 ASTM E 283/783 per hour 8103 Dynamicc WWateater Infiltration 1,960 3019 Coatings,Paint 191 8105 Water Penetration By Cyclic Air 272 per hour Pressure(Field) Field Testing ASTM E547/E1105 8152 Water Penetration By Cyclic Air 490 8113 Field Water Test 272 Pressure(Lab) AAMA 501.2,(2 men)per hour ASTM 2547/E1105 8114 Field Testing of Newly Installed 272 8125 Pressure Equalized Rain Screen(Field) $272 Fenestration System Products AAMA 508 AAMA 502 8153 Pressure Equalized Rain Screen(Lab) $490 8115 Field Testing of Newly Installed 272 AAMA 508 Storefronts,Curtain Walls,and Sloped 8154 Electronic Leak Detection 191 Glazing Systems ASTM D 8231,Per Hour AAMA 503 8155 Electronic Leak Detection 109 8116 Field Testing of Masonry Walls, 272 Equipment Charge-Per Day ASTM C1601 Structural 8133 Field Posi Test 191 8122 Seismic Structural Loading 1,089 ASTM E1186 8106 Structural Performance 545 8134 Adhesion Testing SSG 191 ASTM E 330 ASTM C1401 8126 Seismic and Wind Induced Interstory $1,089 8135 Adhesion Testing 272 ASTM C1521 Drift 8136 Water Penetration of Masonry 272 AAMA 501.4 ASTM C1601 8127 Seismic Drift Causing Glass Fallout 16,335 8137 Evaluating Water Leakage in Buildings By Quote AAMA 501.E ASTM E2128 8128 Vertical Interstory Movements 1,089 8138 Portable Adhesion Testing of Coatings By Quote AAMA 501.7 ASTM D4541 8129 Impact and Cycling Testing 1,089 AAMA 506 8139 Field Dynamic Water Penetration By Quote AAMA501.1 8109 Concentrated Load Testing 545 window washer,etc.) Materials Evaluation 8156 Missle Impact Test 5,445 8112 Glass,Granite,Metal Cladding, By Quote ASTM E 1886/1996 Caulking,Paint Coatings Adhesive Bond, Thermal Chemical Analysis 8110 AAMA Thermal Testing By Quote 8123 Point Load Testing on Structurally By Quote 8130 Thermal Performance Test By Quote Glazed Glass AAMA 1503 ASTM STP1286 8131 Thermal Cycling of Exterior Walls 9,257 8124 Lab Testing of Masonry Walls By Quote AAMA 501.5 ASTM E514 4948 Pressure By Quote 8111 Stress and Rupture-Stone and Granite By Quote Hurricaine 8140 Water Testing Leakage Through Masonry By Quote ASTM E514 8132 Impact Cannon Testing By Quote ASTM E1996/E1886 16 — DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A le- 10 Curtain Wall (continued) CODE COST CODE COST Multi-Channel Computer Aided Data Acquisition of: — 4946 Acceleration By Quote 4430 Vibration By Quote 4947 Movements(0.0001 inch) By Quote 4468 Machine Control Movement By Quote 4469 Temperature By Quote 4418 Strain Gauge By Quote 4949 Stress Analysis By Quote 4439 Cyclic Seismic Testing of Components By Quote of Steel Structures ATC-24,FEMA 350,FEMA 450 17 — DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A 4 1 1 Masonry o•,,,. CODE COST CODE COST Brick ASTM C 67 Masonry Prisms ASTM C 1314 4200 Compressive Strength including sample $136 4218 Compression Test, 8"x16"Grouted $245 preparation and capping Prisms including trimming and capping Each 4225 Compression Test, 12"x24"Grouted $408 4201 Modulus of Rupture(flexure)including $136 Prisms including trimming and capping sampling preparation each Each 4226 Compression Test,16"x32"Grouted $844 4217 Flexural Bond Strength 327 Prisms including trimming and capping 4205 One set of five joints 54 4223 Compression Test with MOE,Grouted $681 4202 Dimensions,overall,coring,shell and $54 Prisms web thickness 4224 Unit Weight,Grouted Prisms 109 per brick Each 4203 Coefficient of Friction(slip test) 201 4219 Cutting Prisms,when required(Solid) $142 Each 4230 Cutting Prisms,when required(Not Solid)$109 4204 Initial Rate of Absorption, 49 4208 Cores,Compression,6"and 8"Diameter $136 each each 4205 Absorption-5 hour or 24 hour 163 4209 Cores,Shear,6"and 8"Diameter,2 Faces $191 Set Of Three per core 4206 Boil,1,2 or 5 hour 272 4347 Pick-up Prisms 12x8x16 and 82 Set Of Three 16x16x16-n-within a 40-mile radius of 4207 Efflorescence 163 laboratory Each Each 4222 Freeze Thaw(8x8,4x4),5 samples,50 $1,634 5013 Pick-up Prisms 8x8x16-in-within a $65 cycles 40-mile radius of laboratory 5009 Pick-up Brick Samples 22 Each Each Mortar&Grout UBC Sandard 21-16&21-18 - Solid Concrete Interlocking Paving Units ASTM C 936 —4214 Compression,2"x 4"Masonry Mortar $109 4232 Compressive Strength including sample $136 Cylinder including trimming and capping Each preparation Each 4215 Compression,2"Grout Cubes,including $109 4233 Unit Weight 136 sample preparation and capping each ASTM C 109-Each 4231 Compression,non-standard Grout Cubes$109 Concrete Block ASTM C 140 Modified 109 including sample prep./cap 4210 Compression,including sample trimming $294 ASTM C 109-each preparation and capping 4216 Compression,3"x 6"Masonry Grout $109 3 required,$75.00 each including sample preparation and capping 4211 Moisture Content as Received 98 each Each 5011 Transportation and processing Mortar $27 4211 Absorption 294 Samples-inside 40mi radius of laboratory 3 required-$75 Each each 4213 Shrinkage,Modified British 572 5012 Transportation and processing Grout $27 ASTM C 426,3 required $150.00 each Samples-inside 40mi radius of laboratory 4229 Coupon Cutting 54 each Each 5015 Transportation and processing Grout $27 4221 Compression,4"-6"-8"Cores including $136 Cubes inside 40mi radius of laboratory sample preparation and capping each Each 4220 Complete C140 1,416 Un-Reinforced Masonry Building Tests 5110 Transportation and processing Block $27 4089 In-Place Shear(Push)Tests By Quote Samples-inside 40mi radius of laboratory 4815 15 Degree Core Shear Tests By Quote each 4827 Flat Jack Testing By Quote 4816 Wall Anchors By Quote 18 — DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A 4"'EMS Q` 12 Metallurgical 0.1 CODE COST CODE COST 6933 Metallurgical Engineer 245 Mechanical Testing per hour 6900 Bend Test-Base material By Quote 6919 Metallurgical Technician 136 per hour g 6907 Load Tests(Proof Load,Flexural, By Quote Metallurgical Services Stress corrosion,etc.) 191 6934 Tensile Test-With Electronic 109 6902 Test CVN at 75°F Extensometer,excludes sample Set of 3 specimens) 6903 Test CVN at 70°F 240 cutting and specimen preparation Set of 3 specimens) each 6976 Test CVN at 40°F 261 6939 Tensile Test-Square or Round Tube,Full $289 Set of 3 specimens) size with plugs 6977 Test CVN at 30°F 261 up to 2.00-in.OD-each Set of 3 specimens)6957 T 0s Sample preparation and test$272 6978 Test CVN at 0°F 316 p Set of 3 specimens)Fastener Testing 6801 Test CVN at 10°F 261 6948 Tensile Test-Anchor Bolts,Studs or $191 Set of 3 specimens) Threaded Rods under 100,000 lbf, 6979 Test CVN at-20°F 343 tested full-size Set of 3 specimens) ech 6904 Galvanized Coating-Acid Strip Method $218 per specimen of plate,and wire 6958 Tensile Test-Anchor Bolts,Studs or $212 6912 Stucco Netting,ICC Evaluation By Quote Threaded Rods 100,000-120,000 lbf, per roll tested full-size 6905 Hardness Tests Brinell,Rockwell 120 each Standard or Superficial),excluding 6959 Tensile Test-Anchor Bolts,Studs or $212 specimen preparation if required Threaded Rods up to 1.0-in diam.by 6920 Chemical Analysis-Ferrous Material $201 machined specimens each of piece each 6013 Tensile Test-Anchor Bolts,Studs or $229 each 6012 Chemical Analysis-Ferrous Material By Quote Threaded Rods,1.0-2.0in diam.by of filings machined specimens each each 6980 Chemical Analysis-Non-Ferrous By Quote 6014 Tensile Test-Anchor Bolts,Studs or $256 Material of solid piece Threaded Rods over 2.0-in diam.by each machined specimens 6981 Chemical Analysis-Non-Ferrous By Quote each Material of filings 6949 Nut-Hardness and Proof Load test $46 each under 100,000 lbf-each 6943 Evaluate Carbon Equivalent(C.E), 212 6960 Nut-Hardness and Proof Load test $60 each to include chemical analysis of 100,000 120,000 Ibf each 6015 Nut-Hardness In Core Method in lieu $131 solid piece 6011 Evaluate Carbon Equivalent(C.E), of proof Load test By Quote above 120,0001bf-each each to include chemical analysis of 6950 Washer-Not Galvanized-Hardness $33 By filings each 6017 Microhardness Survey,(includes By Quote 6961 Nut Cone Proof Load Test Quote metallurgical mount&preparation) each each Fastener Testing Continued Activity Cost 6913 Scanning Electron Microscopy(SEM),and$403 6951 A325 or A490-Bolt hardness only $114 E DS, each per Hour(min 1 hr) 6592 Bolt A325 or A490-Wedge Tensile, $109 6915 Scanning Electron Photomicrographs $9 and Hardness each(5"x 4") each 6112 Laboratory NDT Testing(UT,MT,PT) By Quote 5101 Mileage 0.80 6802 Bolt A325 or A490-Wedge Tensile up $163 per mire to 1-1/8-in diameter,and Hardness 4443 Administrative Surcharge 79i,Of Invoice each 19 — DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A Ali-Al 12 Metallurgical (continued) Nfreo CODE COST CODE COST 6810 F593C SS Screws(Tensile,Proof 218-F 61 14 Welded Rebar Transverse Tensile Test,# $169 Laud,Hardness) 8 thru#10 6811 F594C SS Nuts(Hardness+218 I- 6966 Welded Rebar Transverse Tensile Test,# $201 Proof Load) 11 thru#14 6803 Bolt A325 or A490-Wedge Tensile $169 6967 Welded Rebar Transverse Tensile Test, $545 up to 1-1/4-in diameter,and 18 Hardness 6921 Review Welding Procedure Specification $191 each WPS) 6804 Bolt A325 or A490-Wedge Tensile $180 each up to 1-3/8-in diameter,and 6922 Prepare Welding Procedure 381 Hardness Specification(WPS) each each 6805 Bolt A325 or A490-Wedge Tensile $201 6971 WPS,PQR Weld Certificate 147 up to 1-1/2-in diameter,and each Hardness Unless otherwise noted,costs above do each not include sample preparations 6975 Bolt A325 or A490-Tensile test by By Quote Sample Preparation machined specimens each 6806 Customized Sample Machining By Quote Weld Procedure Qualification and Welder Qualification 6910 Sample Cut&Machine Specimen-82 6963 Welded Fabric Weld shear strength $82 eachder'/z-in each sample 6911 Sample Cut&Machine Specimen-yz $109 6927 Guided Weld Bend Test,excluding 54 inch specimen preparation each to 1.0-in each 6968 Sample Cut&Machine Specimen-174 6956 Age Bend Specimens-48 Hrs 152 up to 3 specimens 1.0-in to 1%-in-inch thick, 6929 Sample Cut&Perform Weld-Fillet 191 each Weld Fracture Test 6984 Sample Cut&Machine Specimen-196 each over 1%-in-inch 2.0-in thick 6969 Weld-Fillet Weld Fracture Test In Sheet $152 each Steel&Evaluate 6985 Sample Cut&Machine Specimen-218 each over 2.0-in to 2%-in-inch thick,each 6930 Weld-Macro Etch(Plate)-cut,polish, By Quote each etch,and evaluate 6986 Sample Cut&Machine Specimen-234 each over 2y-in-inch 3.0-in thick,each 6972 Weld-Macro Etch 158 each Rebar#3 thru#7)-each 6987 Sample Cut&Machine Specimen-272 6113 Weld-Macro Etch 174 over 3.0-in to 3%-in-inch thick,each Rebar#8 thru#10)-each each 6973 Weld-Macro Etch -cut,polish,etch, $185 6988 Sample Cut&Machine Specimen-By Quote and evaluate over 3%-in-inch thick,each Rebar#11 thru#14)each each 6974 Weld-Macro Etch -cut,polish,etch, $272 6909 Sample Cut&Machine Charpy V-Notch $338 and evaluate Specimens(Set of 3 specimens) Rebar# 18)-each per set 359 6931 Weld-Radiography By Quote 6941 Machine and V-Notch one set CVN 6932 Weld Transverse Tensile Test,plate up $109 specimens from Alternate Location to 1.0-in thick excluding machining 6989 Machine and V-Notch one set 3/4 size $ 327 each Specimens 6964 Weld Transverse Tensile Test,plate over $234 6990 Machine and V-Notch one set 2/3 size $327 1.0-in thick excluding machining Specimens each 6965 Welded Rebar Transverse Tensile Test,# $147 3thru#7 20 - DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A A'S.- 12 Metallurgical (continued) CODE COST CODE COST 6991 Machine and V-Notch one set 1/2 size $343 Specimens 6992 Machine and V-Notch one set 1/3 size $348 CVN Specimens 6993 Machine and V-Notch one set 1/4 size $348 CVN Specimens 6994 Rough cut'K'from full beam section $82 6995 Rough cut'K'from T beam section 82 6996 Rough cut from'K'section only 82 6997 Rough cut from Flange of full beam $82 section 6998 Rough cut from Flange of T beam 82 section 6999 Rough cut other joint configuration By Quote 6111 Macroetch rough cut sample to locate By Quote HAZ each 6914 Metallurgical Mount,1-1/4-in.including $158 preparation without evaluation each 6918 Metallurgical Mount,2.0-in.including $201 preparation without evaluation each 6925 Add additional piece in mount 38 each piece Administrative Charges 6935 Rush Turnaround,48-72 hours 50%Invoice 50%Surcharge) 6936 Rush Turnaround,24-48 hours 100%Invoice 50%Surcharge) 6110 Test Report Charge 71 Min 6937 Same day testing+report 200%Invoice 200%Surcharge) 6923 Minimum laboratory charge 163 6924 Multiple copies for distribution,copies $5 and mailing per distributor per copy each 9116 Digital Photographs,photo quality paper $9 each 6115 Digital Photographs,photo quality paper $5 per copy report each 6116 Metallurgical Technician Travel Time By Quote per hour 4422 Special Test Set-Up(2-techs+1 engineer $327 crew) per hour 3075 Administrative Office Support By Quote 4416 Misc.Equipment Charge By Quote 4420 Special Testing By Quote 9111 Final Report By Quote 21 — DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A N Erf flip° 13 Plastics & Plumbing CODE COST CODE COST 4422 Weatherometer Test By Quote 4521 Shower head,hand shower,or body sprayBy Quote each adjusting mechanisms or function control 4425 Plastic Tensile Tests By Quote 4519 Supply stop By Quote each 4522 Automatic compensating valve By Quote Fixtures 4523 Temperature Actuated Mixing Valves By Quote 4532 Plastic Toilet(Water Closet)Seats By Quote for Hot Water Distribution Systems 4533 Plastic Water Closet Bowls and Tanks By Quote 4524 Automatic Temperature Control Mixing By Quote 4354 Plastic Lavatories By Quote Valves 4535 Plastic Urinal Fixtures By Quote 4525 Water Temperature Limiting Devices By Quote 4536 Plastic Bathtub and Shower units By Quote 4526 Atmospheric Type Vacuum Breakers By Quote 4537 Plastic Sinks By Quote 4527 Hose Connection Vacuum Breakers By Quote 4538 Prefabricated Plastic Spa Shells By Quote 4528 Backflow Preventers with an By Quote Pipe Intermediate Atmospheric Vent 4539 Polyethylene Plastics Pipe and Fittings By Quote 4529 Pressure Principle Fire Protection By Quote Materials Backflow Preventers 4540 General Pipe testing By Quote 4530 Check Fire Protection Backflow By Quote Plumbing Water Closets Prevention Assemblies 4500 Water Closets By Quote Miscellaneous 4501 Wall Mounted Water Closets By Quote each 4541 Plumbing Water Resistance By Quote. 4502 Water Closets Equipped with a Dual By Quote FlushingDevice 4542 Plumbing Water Resistance Cycling Test By Quote By Quote 4543 Gel Coat Thickness By Quote 4003 Urinals each Faucets 4504 Lawn and Sediment Faucets By Quote 4505 Pullout Spout Faucets By Quote Shower Heads 4506 Shower head or Body spray By Quote 4507 High-efficiency Shower head or Body By Quote spray 4508 Hand Shower By Quote 4509 High-efficiency Hand Shower By Quote Flexible Hose 4510 Flexible Water Connectors By Quote Fittings 4511 Lavatory and Bar Supply Fittings By Quote 4512 Bidet Supply Fitting(with or without a By Quote diverter) 4513 Kitchen Supply Fitting(Kitchen faucet) By Quote 4514 Kitchen and Lavatory Supply Fitting By Quote Faucet)with Side spray Diverter 4515 Bath or Shower Supply Fitting By Quote 4516 Bath or Shower Supply Fitting with By Quote Diverter 4517 Laundry Tub Supply Fitting By Quote 4518 Metering or Self Closing Supply Fittings By Quote Valves and Controls 4519 Supply Stop By Quote 4520 Kitchen and Lavatory side spray By Quote function control 22 - DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A r© IM Frt' ip 14 Quality Assurance - 3rd Party Audit 0R.10/ CODE COST CODE COST 4456 Travel time,per hour SM2 Min.may apply) 4533 Surveillance-Standard Audits 1 14 per hour-8hr minimum,plus report& expenses 4520 Approved Fabricator Surveillance audits $114 per hour-8 hr.Minimum,plus report& expenses 4521 Qualifying Fab shop Compliance 359 certificate per activity 4522 Virtual Audits-certified,(all-types)By Quote average 3 days plus reporting) 4523 Virtual Audit Certification letter or $327 certificate to Municipalities/ Accreditation bodies per letter 4533 Qualifying Audit, 114 per hour(8 hr.Minimum) 4534 Technical Director 147 per hour(Code Meetings) 4535 Consulting,per hour 114 Min.may apply) 4536 Project manager 114 per hour 4537 Engineer 172 per hour 1103 Per Diem 131 per day) 1107 Per Diem By Quote per day(Out of Country) 1104 Consumable/Expenses Cost+15% 4539 Quality Systems Manual Reviews 114 per hour-8 hr minimum 4539 Manual Review, 114 per hour(6 hr.Minimum) 4540 Audit Report Fees, 82 per hour($150.00 Minimum) 3098 Annual Listing Fees 1,089 if Applicable)/or per Quote/per product model and or series 5101 Mileage 80 Per Mile 4443 CA.Admin Fee 7%Of Invoice Note:45 days advance notice required for audit cancellation.Audit cancelation Fees apply.Expenses with applied mark-up and 8 hours Audit prep time if less than 45 days'notice. 23 — DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A 0 E u15 Reinforcement CODE COST CODE COST Reinforcing Steel ASTM A 615/A 706 Activity Cost Reinforcing Steel ASTM A 1035 4600 Tensile Test,No.3 to 8 Bar 65 4327 Tensile Test 381+ each each 4601 Bend Test,No.3 to 8 65 4328 Bend Test 381+ each each 4633 Tensile Test with MOE,No.3 to 8 Bar $218 Headed Steel Bars for Concrete Reinforcement each 4626 Tensile Test,No.9 to 11 Bar 93 ASTM A 970 each 4639 Tensile Test,No.11 or smaller 245 4627 Bend Test,No.9 to 11 Bar 93 each each 4640 Tensile Test,No.14 299 4630 Tensile Test with MOE,No.9 to 11 Bar $299 each each 4641 Tensile Test,No.18 463 4602 Tensile Test,No.14 Bar 191 each each Welded Specimens 4634 Bend Test,No.14 Bar 191 each 4604 Tensile Test,Welded,No.11 Bar or 245 4631 Tensile Test with MOE,No.14 Bar 354 Smaller each each 4603 Tensile Test,No.18 Bar 354 4605 Tensile Test,Welded,No.14 Bar 299 each each 4635 Bend Test,No.18 Bar 354 4606 Tensile Test,Welded,No.18 Bar 463 each each 4603 Tensile Test with MOE,No.18 Bar 463 4607 Nick Break,Welded Re-Bar 136 each each 4632 Tensile Test,No.20 Bar 572 4615 Straightening Hoops 54 each Coupled Reinforcement High-Strength Steel Bars for Prestressed Concrete 461.2 Tensile Test,Mechanically Spliced Bar, $245 ASTM A722,Grade 80 No.11 Bar or Smaller each 4636 Tensile Test,No.24 Bar 871 4613 Tensile Test,Mechanically Spliced Bar, $299 each No.14 Bar 4637 Tensile Test,No.28 Bar 1,089 each each 4614 Tensile Test,Mechanically Spliced Bar, $463 4638 Tensile Test,No.32 Bar 1,307 No.18 Bar each each 4623 CalTrans Mechanical Coupler Slip Test, $299 4616 Chemical Analysis, 218 No.11 Bar or Smaller each each 4617 Deformation Compliance 93 4624 CalTrans Mechanical Coupler Slip Test, $354 each No. Sampling and Tagging at Fabricators Plant(within 40-mile each Bar each radius from Laboratory,add$100 for more than 40-miles) 4625 CalTrans Mechanical Coupler Slip Test, $572 5005 6:30 a.m.to 4:00 p.m.,Monday through $33 No.18 Bar Friday each per sample 4625 CalTrans Mechanical Coupler Slip Test, $681 5006 Before 6:30 a.m.and after 4:00 p.m.and $49 No.20 Bar Saturday each per sample 5007 Sunday and Holidays 49 Post-Tensioning Strand per sample 4609 Tensile Test and Elongation in 24"for $299 5008 *Minimum Sample Charge 218 Prestress Strand,ASTM A 416 per trip each 5024 Transportation and Processing Rebar $33 4610 Tensile Test and Elongation in 10"for $299 Samples at Jobsite-inside 40mi radius of Prestressing Wire,ASTM A 421 laboratory each per sample 24 — DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A 15 Reinforcement (continued) CODE COST CODE COST 4611 Modulus of Elasticity(Prestress Strand) $408 each 5025 Transportation and Processing Post $33 Tension Cables-within a 40-mile radius of laboratory per sample Welded Wire Fabric ASTM A 185 4618 Shear-Weld Area,5 required 272 50 each 4619 Parent Material Tensile,5 required 272 50 each 4620 Bend Test,5 required 272 50 each 4621 Weld-Included Tensile,5 required 218 40 each 4622 Mesh Evaluation,ASTM C427 626 25 — DocuSign Envelope ID:DBA73BCB-80C4-46EE-9977-53116116678A C11 Fy 16 Soil BYO CODE COST CODE COST Soil Properties Foundation Testing 7018 California Impact,CAL 216 163 7100 Atterberg Limits,(LL,PI) 191 each ASTM D 4318-each 7136 Classification of Soil for Engineering $381 7099 Atterberg Shrinkage Limit 163 Purposes ASTM D 4318-each ASTM D2487 7130 California Bearing Ratio 599 7555 Moisture Density-Chunk Density,In-Situ $54 ASTM D 1883-each ASTM D2937-each 7145 California Bearing Ratio 762 7137 Moisture Density-Drive Tube Density, $54 With re-test ASTM D 1883,per set In-Situ 7559 Collapse Potential By Quote each each 7020 Corrosivity:Resistivity,pH,Sulfates, By Quote 7102 Consolidation Test 218 Chlorides ASTM D 2435-each each 7103 Consolidation Time/Rate Curves 54 7 110 Material Finer-#200 Sieve 54 each ASTM D 1140/C 117-each 7104 Remolding of Samples 33 7140 Material finer than#200 Sieve 109 each Fine&Course-ASTM D 1140,each Direct Shear Test,ASTM D 3080: 7141 Material finer than#200 Sieve a4 7107 Consolidated,Drained 1 Point 136 Fine only-ASTM C117,each each 7142 Material finer than#200 Sieve 109 7106 Consolidated,Undrained 1 Point 109 Fine&Course up to 1/2"-ASTM C117,each each 7111 Moisture 27 7105 Unconsolidated,Undrained,1 Point $109 ASTM D2216-each each 7019 Moisture(microwave) 16 7104 Remolding of Samples 33 ASTM D4643-each each 7113 Moisture-Density Relations of Soils $147 7108 Expansion Index,UBC-18-2 152 ASTM D1557,Method A-each ASTM D 4829-each 7114 Moisture-Density Relations of Soils $158 7116 Permeability,Constant Head 245 ASTM D1557,Method B or C-each ASTM D 2434,CAL 220-each 7138 M/D Curve Rock Correction 109 7117 Permeability,Falling Head 245 7135 Moisture-Density Check Point 54 CAL 220-each each 7132 Triaxial Unconsolidated,Undrained By Quote 7120 "R"(Resistance)Value,Lime Treated or $272 ASTM D 2850-each Requiring Recombining 7129 Unconfined Compression Test 76 each ASTM D 2166-each 7119 "R"(Resistance)Value,Calif.301 245 7134 Unconfined Compression Test with $131 ASTM D 2844-each Graph, 7534 Relative Density(max/min) By Quote ASTM D 2166-each D 4254-each Peat Moss 7124 Sieve Analysis of Combined Fine and $218 7040 Loss on Ignition 82 Coarse ASTM D 2974-each ASTM D-422-each 7109 Sieve and Hydrometer Analysis, 294 7041 Bulk Specific Gravity 49 ASTM D 422-each ASTM D 4531 each 7139 Sieve Analysis,fines for sieves#4 to $136 7038 ASTM fic D 42 74427 218 ASTM each 200 7043 pH 49 ASTM D 422-each ASTM D 2976-each 7127 Specific Gravity for Soils 131 7044 Absorption 22 ASTM D 854-each ASTM D 2980-each 7143 Fine icnl S sy,AS11\48-j1Nt oen((acEradiation) $191 Extra charge of 150%of the unit cost will be applied for tests 7144 Particle Size Distribution(Eradiation) $245 requested within 24 hrs,and 300%for test requested same day if Fine&Course,ASTM D6913,each the ASTM allows for the following test: ASTM D1557,Method A ASTM C117,ASTM D1140 ASTM C136 ASTM C29(Unit Weight only) 26 — DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A 17 Structural TestingAV. T CODE COST CODE COST 4100 20,000 to 120,000 Pound Machine 261 4410 200,001 to 400,000 lb. 272 Universal),including set-up time each per hour 4140 Greater than 400,000 lb. 490 4401 440,000 Pound Machine(Universal), $294 each including set-up time 4418 Strain Gauge Testing 408+ per hour 4420 Special Testing,Load Tests,Flexural, $8,712+ 4402 600,000 Pound Machine(Compression $348 Bend,Impact,Axial,Racking Shear only),including set-up time 4432 Tensile Test--Mechanical Non-Printout $163 per hour Extensometer for Strain 4462 1,100,000 Pound Machine(Universal), $980 each including set-up time 4433 Tensile Test--Electronic Extensometer $245 per hour with Recorded Printout 4541 400,000 Pound Machine(Test mark), $348 1 Test including set-up time 4141 Mechanical Bend Test 82 per hour each 4501 120,000 Pound Machine(Instron),370 4142 Machining and Preparation of Samples $436 including set-up time shop) per hour per hour 4502 450,000 Pound Machine(Instron),479 4559 Monotonic test including strain gauge $1,307+ including set-up time each per hour Structural Testing 4405 Special Load Tests Up(2-techs+1 545 General Structural Monotonic Testing engineer crew) 4703 Diaphragm Set-up 545 per hour per hour 4422 Special Test Set-Up(2-techs+1 490 4479 Diaphragm test 3,267 engineer crew) each per hour 4704 Monotonic Shear Wall Set Up 381 Manhole Cover and Tree Grate Tests,(L.A.City) per hour 4423 Static Loading,22-inch diameter or $163 4556 Monotonic Shear Wall test 2,723 smaller each each General Low Cyclic/Fatigue Testing-<1,000 cycles- 4557 Static Loading,greater than 22-inches $218 Components or Assemblies and less than 36-inches in diameter 4438 Cyclic Shear Wall Test 3,812 each up to 400k lbs each 4558 Static Loading,greater than 36-inches in $327 545 By4705CyclicSet-up diameter per hour each up to 400k lbs 4706 Cyclic AC133 or similar Test Quote 4424 Weight of Manhole Samples 54 each each 4707 Cyclic FM1950 or similar Test By Quote 4732 Cyclic Loading-(3-5 cycles)up to 327 each 22-inches in diameter General High Cyclic/Fatigue Testing->1,000 cycles,up each 4468 Cyclic Loading-(10 cycles) 599 to 0.5 Hz each 4143 Cyclic Set-up 1,307 4730 Cyclic Loading(3-5 cycles) 436 per hour 4731 L.A City S-601- ASTM D2486 926 4144 Cyclic Shear Wall Test 1,634 each per hour Mechanical Testing Services ASTM E72 Test or Similar(Including DAQ)-Walls Up to Tensile Test--No Strain Measurement,Yield by Halt 15-ft high of Dial,no report included 4708 ASTM E72 or similar Set-up 299 4411 Up to 100,000 lb. 82 Per Hour each 4709 Compression or similar Test 3,267 4412 100,001 to 200,000 Ib. 109 Each each 27 — DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A 17 Structural Testing (continued) CODE COST CODE COST 4710 Flexural or similar Test 4:2,1 7 s Geogrid Testing Each 4711 Flexural and Compression or similar $2,723 4444 Connection Testing,NCMA Test Method $381+ Test SRWU-1 Each each 4712 Static/Shear or similar Test 1,960 4445 Shear Strength Testing,NCMA Test $381+ Each Method SRWU-I 4733 Permanent Railing Systems,Guards, $545 each and Balustrades ASTM E935 Load Test Product Evaluation Services Each 4446 ICC ES Product Evaluation Services By Quote Note:'Prices subject to change depending of complexity of 4447 CISCA Product Evaluation Services By Quote sample 4448 AAMA Product Evaluation Services By Quote ICC-ES AC166 Test or Similar(including DAQ)-Diaphragm 4449 ATC 24,FEMA 350,FEMA 450 Product By Quote Up to 20-ft by 20-ft Evaluation Services 4713 ICC-ES-AC166 or similar Set-up 490 Product Consulting Services Per Hour 3095 Code Consulting or similar 191 4 714 Roof Diaphragm or similar Test 3,267+ per hourEach 4715 Wind Driven Rain or similar Test 4,356+ 3090 ICC ES/IAS Fabricator Quality 191 each Assurance Services 4560 Moment Frame Connection or similar $436 per hour Set-up 3091 Uniform ES and ICC ES Product By Quote per hour Consulting Services 4555 Moment Frame Connection or similar $436+ 3092 IAPMO Product Consulting Services By Quote Test 3093 AAMA Product Consulting Services By Quote each 3094 ATC 24,FEMA 350,FEMA 450 Product By Quote 4561 Component Compression or similar $381 Consulting Services Set-up 4150 Test Procedure/Protocol Elaboration $163 per hour per hour 4440 Component Compression or similar $762+ General Structural Field Testing Test 4151 Special Sampling at fabrication plant $163 each per hour 4562 Component Shear,or Similar Setup 436 4152 Special field test setup(2-Techs+1 490 per hour Engineer Crew)4441 Component Shear or similar Test 1,089+ per houreach 4563 Component Flexural or similar Set-up $381 4153 Special field load test(2-Techs+1 572 per hour Engineer Crew) 4442 Component Flexural or similar Test 762+ per hour each 4154 Computer DAQ/Amplifiers 131 4564 Uniform Load or similar Set-up 545 per hour per hour 4155 Load Cell or transducer 54 8108 Uniform Load or similar Test 1,634+ Note:*Prices subject to change depending of each complexity of sample 4565 Hydrostatic Testing or similar Set-up $545 5101 Mileage 80 per hour per hour 4429 Hydrostatic Testing or similar Test 1,634+ each Testing for Coatings used in Slip-Critical Bolted Connections 4570 Slip Coefficient Test(RCSC+5 tests) $4,628 per set of 3 tests 4571 Tension Creep Test(RCSC+3 tests) $5,717 per set of 3 tests 28 - DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A i, sry I . 18 Geotechnical & Environmental Services CODE COST CODE COST Professional Staff(Geotechnical Engineers,Geologists, Administrative Charges Staff Specialist)Activity Cost 7215 Pick-Up/Delivery 60 per hour(2-hours minimum) 7206 Senior Professional 201 per hour 7313 Mileage 80 120 per mile 7205 Project Manager 7235 Travel Time 60 per hour per hour 7204 Project Professional 131 7315 Facsimile 1 per hour per page 7203 Staff Professional 12.5 7225 Reproduction 2 per hour per page 7202 Principal Professional 163 7 317 Report Surcharge 54 per hour per copy 7218 Certified Geologist 131 7319 Cellular Telephone 38 per hour per day 7201 Senior Principal Professional 201 7325 Air Express/Over-night Delivery 38 per hour each 7200 Expert Witness By Quote 7300 Contracted Services-Drilling By Quote per hour 7209 Office Support 38 7301 Contracted Services-Testing By Quote per hour 7303 Contracted Services-Expenses By Quote 7219 Word Processor 44 7302 Contracted Services Soul Vapor Wells By Quote per hour Instillation 7208 Illustrator 49 Foundation/Geological Investigations per hour 7231 QSP"Qualified SWPPP Practitioner" $131 7308 Geotechnical Field Exploration By Quote per hour 7305 Final Report of Compacted Fill By Quote 7234 Geotechnical Technician 120 submitted at end of project,if required) Regular time-per hour 7338 Geotechnica I Addendum Report By Quote Field Staff Support Equipment Foundation/Geological Investigations 7212 Field Technician,Laboratory and Field $114 7327 Nuclear Density Gage, Field Staff per daywithdensityequipment,Regular Time per hour 7328 Sand Cone Kit Field Staff 7240 Environmental Technician,Regular Time $114 per day per hour 7125 Soil Sampling-Encore Sample Container $27 7274 CalTrans Certified Technician with 114 per container 7122 Tubes and Rings 16 density equipment,Regular Time per sampleperhour 7214 Supervising Technician,Laboratory and $120 Environmental Investigations&Reports Field with density equipment,Regular 7306 Site Assessments Phase I By Quote Time ASTM E 1527-13) per hour 7307 Site Assessments Phase II By Quote 7563 Soils Deputy Grading,or ICC Soils 136 ASTM E 1903-19) Inspector,Regular Time 7323 'Property Condition Report By Quote per hour ASTM E 2018-08) 7326 Tank Removal/Closure Report By Quote 7329 Groundwater Sampling Report By Quote 7334 Import/Export Soil Testing By Quote 7340 Report Preparation By Quote 7320 Health and Safety Plan By Quote 7321 Soil Vapor Survey By Quote 7350 Transaction Screen Report(TSA) By Quote ASTM E 1528-14) 29 - DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A t µ'Erc lap° 18 Geotechnical & Environmental (continued) y CODE COST CODE COST 7351 Document Review By Quote Sampling Equipment 7335 Sample Jars 27 each 7336 Tedlar Bags 27 each 7337 Coring 82 each 7339 NylaflowTubing 16 each 7349 Encore Sampler 27 each Note:*price might be higher depending of the property size/complexity Support Equipment Environmental 7216 Air Monitoring Equipment 136 per day 7309 Magnetometer Equipment 109 per day 7311 Water Pump and Generator 163 per day 7316 Water Monitoring Equipment 54 Health Safety Equipment: 7227 LevelA By Quote per person 7228 Level B By Quote per person,per day,plus hourly rate 7229 Level C 82 per person,per day,plus hourly rate 7217 Health and Safety Supplies 163 per day 30 - DocuSign Envelope ID:DBA73BCB-80C4-46EE-9977-53116116678A E4e Q©y 18 Chemical Services 19a Organic Analyses o. CODE COST CODE COST Chemical Organic Chemistry 6409 Manager,Supervisor,or Consultant By Quote 6201 EPA 1664 TRPH By Quote per hour 6236 EPA 1664 Oil and Grease By Quote 6406 Chemist By Quote 6237 Oil&Grease,Floatable By Quote per hour 6258 EPA 418.1 TRPH By Quote 6432 Clerical Assistant By Quote 6268 EPA 8015B TPH-Gasoline By Quote per hour 6269 EPA 8015B TPH-Diesel By Quote6403CalculationChargeByQuote 6418 Report Preparation Charge By Quote 6267 EPA 8015B TPH-Gasoline and Diesel By Quote 6424 Sample Preparation By Quote 6210 LUFT-Gasoline and Diesel ByQuote 6425 Sample Composite By Quote 6263 EPA 8015B TPH-Hydrocarbon Range By Quote 6264 EPA 8015B Methanol/Ethanol By Quote per sample 6421 Sample Disposal By Quote 6202 EPA 602 or 8021B BTEX By Quote 6427 Sample Transport By Quote 6203 EPA 8015B/8021B By Quote per hour Combination-Gasoline 6433 Shipping Charges By Quote 6250 EPA 624/8260E Volatile Organics By Quote 6435 Equipment Rental By Quote 6249 EPA 524 Volatile Organics By Quote 6420 Photography By Quote 6216 EPA 625 or 8270C Extractable By Quote 6511 Standard Report/QC Package By Quote Organics 6512 Diskette Surcharge By Quote 6242 EPA 608 or 8082 PCBs Water or Soil By Quote 6513 EDF Surcharge By Quote 6244 EPA 8082 PCBs Oil By Quote 6514 NEESA,Army Corps of Engineers, By Quote 6206 EPA 608 or 8081A Chlorinated By Quote CLP,Etc.,Surcharge Pesticides Field Sampling 6243 EPA 608 or 8082/8081A PCBs and By Quote 6430 Technician By Quote Pesticides per hour 6218 Flash Point By Quote 6415 Mileage By Quote 6246 Petroleum Analysis By Quote per mile 6260 Identification/Interpretation of By Quote 6400 Automatic Composite Sampler By Quote Spectrum/Fingerprint. per 24-hour 6412 Discharge Flow Measurement By Quote 6204 EPA 5035 or 5030,8260B Gasoline By Quote each and Volatile Organics 6205 EPA 8270 SIM-Polycyclic Aromatic By Quote Supplies Hydrocarbons(PAHs) 6533 5035 Encore(5g) By Quote 6208 EPA 8260-Soil Vapor(CHHSL) By Quote. each 6435 5035 Sampling Tool By Quote 6211 Ambient/Indoor/Outdoor Air By Quote each Mobile Laboratory Services 6534 5035 Easy Draw By Quote 6460 Mobile Lab per 10 hour weekday By Quote 6434 Sample Containers By Quote 6465 Mobile Lab By Quote Rush Analyses per 10 hour weekend 6535 Rush Surcharge,72 Hours By Quote 6461 Mobile Lab hours By Quote in excess of 10 hours 6540 Rush Surcharge,48 Hours By Quote 6467 Mobilization fee By Quote 6530 Rush Surcharge,24 Hours By Quote 6439 Mobile Lab Standby Time By Quote 6545 Rush Surcharge,Same Day By Quote 6468 Mobile Lab Cancellation By Quote 31 — DocuSign Envelope ID:DBA73BCB-80C4-46EE-9977-53116116678A dM 19b Inorganic Analysis (chemical continued) CODE COST CODE COST 6001 Alkalinity By Quote 6073 Low Level Hexavalent Chromium By Quote 6002 Ammonia,Direct By Quote 6052 Hexavalent Chromium By Quote 6004 Ammonia,Distillation By Quote 6043 Trivalent Chromium By Quote 6003 Anions(F,Br,CI,NO3,NO2,SO4,PO4) By Quote 6404 Iron(Ferrous) By Quote 6006 Biochemical Oxygen Demand(BOD) By Quote 6069 Total Lead By Quote 6008 Chemical Oxygen Demand(COD) By Quote 6068 Lead in Paint By Quote 6012 Chloride,Argentometric By Quote Metals Group Determinations 6014 Chlorine,Residual By Quote 6162 TTLC CAM Metals By Quote 6016 Color By Quote 6160 STLC CAM Metals By Quote 6018 Conductance By Quote 6118 RCRA Metals By Quote 6022 Cyanide,Amenable By Quote 6112 Priority Pollutant Metals By QuotesurchargetoTotalcyanide) 6024 Cyanide,Free By Quote 6067 Drinking Water Analysis Metals By Quote 6028 Cyanide,Total By Quote 6071 TAL Metals(23) By Quote 6026 Cyanide,Reactive By Quote Outside Laboratory Services 6030 Hardness By Quote 6300 Asbestos Analysis. By Quote 6070 Mercaptans By Quote 6344 Misc.Analyses By Quote 6082 Nitrogen,Kjeldahl By Quote 6345 1,4-Dioxane By Quote 6096 Oxygen,Dissolved By Quote 6346 EPA 8310 PAHS By Quote 6012 pH,Aqueous By Quote 6224 EPA 504 EDB By Quote 6100 pH,Non-aqueous By Quote 6209 Organophosphorus Pesticides By Quote 6098 Parr Oxygen Bomb By Quote 6254 Total Organic Carbon By Quote 6097 Phosphorous By Quote 6500 Coliform,fecal By Quote 6099 Perchlorate By Quote 6505 Biotoxicity,aqueous By Quote 6104 Phenols By Quote 6515 Biotoxicity,nonaqueous By Quote 6148 Salinity-NaCI By Quote 6516 Coliform,total By Quote 6132 Solids,Total Dissolved By Quote 6207 EPA 8151A Chlorinated Herbicides By Quote 6126 Solids,Settleable By Quote 6254 Total Organic Carbon By Quote 6128 Solids,Suspended By Quote FDA Testing of Lead and Cadmium,Proposition 65 6130 Solids,Total By Quote 6131 Solids,Volatile By Quote 6038 FDA Testing of Lead and Cadmium,By Quote Proposition 65 6138 Sulfide,Dissolved By Quote VOC Testing6140Sulfide,Reactive By Quote 6142 Sulfide,Total By Quote h2 h h EPA 24-VOC per AQMD By Quote 6134 Sulfate,Gravimetric By Quote 6150 Surfactants,MBAS By Quote 6158 Thiosulfate By Quote 6174 Turbidity By Quote 6272 Water by Karl Fischer titration By Quote Metals Preparation 6020 Construction Materials Analysis By Quote 6030 Digestion,Aqueous By Quote 6032 Digestion,Nonaqueous By Quote 6036 STLC Extraction. By Quote 6034 EP-Tox By Quote 6154 TCLP Extraction By Quote 6155 VOC Extraction ZHE,(STLC and/or By Quote TCLP) Metals Analysis 6168 Calcium Oxide By Quote 6072 Individual Metals,per element By Quote 32 — DocuSign Envelope ID: DBA73BCB-80C4-46EE-9977-53116116678A C. E.,,, 20 Administrative Fees On occasion we are asked to perform administrative services outside of our normal business activity.Under these circumstances,such services will be billed at the rates below.These services will be performed only at the request of the client. CODE COST CODE COST 4443 Administrative Support i,Of Invoice 9110 *Report Charge 2 per report,per copy) 9111 Final Report By Quote 4812 General Testing 50-100% Rush Charges) 3074 Administrative Support for Special 147 Projects,Certified Payroll/Labor Compliance 3075 Administrative Office Support By Quote 3076 Task Tracking 71 3077 Report Surcharge 54 per copy) 3079 Report Copy Charge 3 per sheet) 3079 Reproduction 2 per page) 3080 File Retrieve) 54 per file) 3082 Processing Certificates,Affidavits,& At Cost Notary Services each) 3081 Insurance,Extra Charges as ordered by By Quote Client 3084 Shipping Charges At Cost 3085 Air Express/Delivery Cost+25% each) 3087 Contracted Services Cost+250/D 3089 Minor Report Revision 27 minimum) Generally for Compression Testing of Concrete,Base Plate Grout,Masonry Mortar and Grout,as well as Tension and Bend Testing of Reinforcing Steel. 33 -