Santa Ana City Council
July 21, 2026

AGREEMENT TO PROVIDE ON-CALL MATERIAL TESTING AND SPECIAL

INSPECTION SERVICES
THIS AGREEMENT is made and entered into on this 21st day of July, 2026 by and between Twining, Inc. (“Consultant”), and the City of Santa Ana, a charter city and municipal corporation organized and existing under the Constitution and laws of the State of California (“City”).

RECITALS
A. On May 1, 2026, the City issued Request for Proposal (“RFP”) No. 26-059A, by which it sought qualified consultants to provide on-call material testing and special inspection services for the City’s Public Works Agency.

B. Consultant submitted a responsive proposal that was among those selected by the City.

Consultant represents that it is able and willing to provide the services described in the scope of work that was included in RFP No. 26-059A.

C. In undertaking the performance of this Agreement, Consultant represents that it is knowledgeable in its field and that any services performed by Consultant under this Agreement will be performed in compliance with such standards as may reasonably be expected from a professional consulting firm in the field.

NOW THEREFORE, in consideration of the mutual and respective promises, and subject to the terms and conditions hereinafter set forth, the parties agree as follows:

1. SCOPE OF SERVICES
On an on-call basis, and at the City’s sole discretion, Consultant shall perform the services described in the scope of work that was included in RFP No. 26-059A, which is attached as Exhibit A, and as more specifically delineated in Consultant’s proposal, which is attached as Exhibit B and incorporated in full.

2. ALLOWABLE COSTS AND PAYMENTS
a. City neither warrants nor guarantees any minimum or maximum compensation to Consultant under this Agreement. Consultant shall be paid only for actual services performed under this Agreement at the rates and charges identified in Exhibit C .

Consultant is one of four (4) consultants selected to provide services in an on-call basis under RFP No. 26-059A. The total compensation for these services provided by all such consultants selected shall not exceed the shared annual amount of $800,000 during the initial term. The aggregate amount expended under this Agreement, including all extension periods, if exercised, shall not exceed $4,000,000. b. Consultant’s Fee and Cost Proposal is attached hereto and fully incorporated herein as Exhibit C. The specified hourly rates shall include direct salary costs, employee benefits, overhead, and fees. These rates are not adjustable for the performance period set forth in this Agreement. In addition, Consultant will be reimbursed for incurred Exhibit 4
(actual) direct costs other than salary costs that are in the fee and cost proposal and identified in the fee and cost proposal, and in the executed Task Order. c. Specific projects will be assigned to Consultant through issuance of Task Orders. After a project to be performed under this Agreement is identified by City, City will prepare a draft Task Order less the cost estimate. A draft Task Order will identify the scope of services, expected results, project deliverables, period of performance, project schedule and will designate a City Project Coordinator. The draft Task Order will be delivered to Consultant for review. Consultant shall return the draft Task Order within ten (10) calendar days along with a Cost Estimate, including a written estimate of the number of hours and hourly rates per staff person, any anticipated reimbursable expenses, overhead, fee if any, and total dollar amount. After agreement has been reached on the negotiable items and total cost, the finalized Task Order shall be signed by both City and Consultant. d. Task Orders may be negotiated for a lump sum (Firm Fixed Price) or for specific rates of compensation, both of which must be based on the labor and other rates set forth in Consultant’s Cost Proposal. e. Reimbursement for transportation and subsistence costs shall not exceed the rates as specified in the approved Cost Proposal. f. When milestone cost estimates are included in the approved Cost Proposal, Consultant shall obtain prior written approval for a revised milestone cost estimate from City before exceeding such estimate. g. Progress payments for each Task Order will be made monthly in arrears based on services provided and actual costs incurred. h. Consultant shall not commence performance of work or services until this Agreement has been approved by City, and notification to proceed has been issued by City. No payment will be made prior to approval or for any work performed prior to approval of this Agreement. i. A Task Order is of no force or effect until returned to City and signed by an authorized representative of City. No expenditures are authorized on a project, and work shall not commence until a Task Order for that project has been executed by City. j. Consultant will be reimbursed, as promptly as fiscal procedures will permit upon receipt by City of itemized invoices in triplicate. Separate invoices itemizing all costs are required for all work performed under each Task Order. Invoices shall be submitted no later than 45 calendar days after the performance of work for which Consultant is billing, or upon completion of the Task Order. Invoices shall detail the work performed on each milestone, on each project as applicable. Invoices shall follow the format stipulated for the approved Cost Proposal and shall reference this Agreement number, project title, and Task Order number. Credits due to City that include any equipment purchased under the Equipment Purchase provision of this Agreement must be reimbursed by Consultant prior to the expiration or termination of this Agreement. Invoices shall be mailed to City at the following address: City of Santa Ana, Public Works Agency M-36, 20 Civic Center Plaza, P.O. Box 1988, Santa Ana, CA 92702. k. The period of performance for Task Orders shall be in accordance with dates specifiedin the Task Order. No Task Order will be written which extends beyond the expiration date of this Agreement.l. The total amount payable by City for an individual Task Order shall not exceed the amount agreed to in the Task Order, unless authorized by contract amendment. m. If the Consultant fails to satisfactorily complete a deliverable according to the schedule set forth in a Task Order, no payment will be made until the deliverable has been satisfactorily completed. n. Task Orders may not be used to amend this Agreement and may not exceed the scope of work under this Agreement. o. p. The total amount payable by City for all Task Orders resulting from this Agreement shall not exceed the aggregate amount discussed above. It is understood and agreed that there is no guarantee, either expressed or implied, that this dollar amount will be authorized under this Agreement through Task Orders. q. Consultant shall submit progress reports on each specific project in accordance with the Task Order. These reports shall be submitted at least once a month. The report should be sufficiently detailed for the City’s Project Manager to determine, if Consultant is performing to expectations, or is on schedule; to provide communication of interim findings, and to sufficiently address any difficulties or special problems encountered, so remedies can be developed. r. Consultant’s Project Manager shall meet with City’s Project Manager, as needed, to discuss progress on the project(s). s. This Agreement is valid and enforceable only if sufficient funds are made available to the City for the purpose of this Agreement. In addition, this Agreement is subject to any additional restrictions, limitations, conditions, or any statute enacted by Congress, the State Legislature, or the City that may affect the provisions, terms or funding of this Agreement in any manner 3. COST PRINCIPLES AND ADMINISTRATIVE REQUIREMENTS a. Consultant agrees that the Contract Cost Principles and Procedures, 48 CFR Part 31, Contract Cost Principals and Procedures, shall be used to determine the allowability of individual terms of cost. et seq., shall be used to determine the cost allowability of individual items. b. Consultant agrees to comply with federal procedures in accordance with 2 CFR, Part 200, Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards. c. Any costs for which payment has been made to Consultant that are determined by subsequent audit to be unallowable under 2 CFR, Part 200 and 48 CFR, Federal Acquisition Regulations System, Chapter 1, Part 31.000 et seq., are subject to repayment by Consultant to City. 4. PERFORMANCE PERIODa. This Agreement shall go into effect on July 21, 2026, contingent upon approval by City, and Consultant shall commence work after notification to proceed by City. This Agreement shall end on July 20, 2027, unless terminated earlier in accordance with Section 21, below. The term of this Agreement may be extended for up to four (4), 1-year periods upon a writing executed by the City Manager and City Attorney. b. Consultant is advised that any recommendation for contract award is not binding on City until the Agreement is fully executed and approved by City. c. The period of performance for each specific project shall be in accordance with the Task Order for that project. If work on a Task Order is in progress on the expiration date of this Agreement, the terms of the Agreement shall be extended by amendment. 5. STATE PREVAILING WAGE RATES a. If applicable, Consultant shall comply with the State of California’s General Prevailing Wage Rate requirements in accordance with California Labor Code, Section 1770, and all Federal, State, and local laws and ordinances applicable to the work. b. Any subcontract entered into as a result of this Agreement, if for more than $25,000 for public works construction or more than $15,000 for the alteration, demolition, repair, or maintenance of public works, shall contain all of the provisions of this Section, unless the awarding agency has an approved labor compliance program by the Director of Industrial Relations. c. When prevailing wages apply to the services described in the scope of work, transportation and subsistence costs shall be reimbursed at the minimum rates set by the Department of Industrial Relations (DIR) as outlined in the applicable Prevailing Wage Determination. See http://www.dir.ca.gov. Consultant shall be responsible for any future adjustments to prevailing wage rates including, but not limited to, base hourly rates and employer payments as determined by the Department of Industrial Relations, Consultant is responsible for paying the appropriate rate, including escalations that take place during the term of the Agreement. d. When prevailing rates apply, the Consultant is responsible for verifying compliance with certified payroll requirements. Invoice payment will not be made until the invoice is approved by City. 6. INDEPENDENT CONTRACTOR Consultant shall, during the entire term of this Agreement, be construed to be an independent contractor and not an employee of the City. This Agreement is not intended nor shall it be construed to create an employer-employee relationship, a joint venture relationship, or to allow the City to exercise discretion or control over the professional manner in which Consultantperforms the services which are the subject matter of this Agreement; however, the services to be provided by Consultant shall be provided in a manner consistent with all applicable standards and regulations governing such services. Consultant shall pay all salaries and wages, employer's social security taxes, unemployment insurance and similar taxes relating to employees and shall be responsible for all applicable withholding taxes. 7. OWNERSHIP OF MATERIALS This Agreement creates a non-exclusive and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights, designs, and other intellectual property embodied in plans, specifications, studies, drawings, estimates, and other documents or works of authorship fixed in any tangible medium of expression, including but not limited to, physical drawings or data magnetically or otherwise recorded on computer diskettes, which are prepared or caused to be prepared by Consultant under this Agreement (“Documents & Data”). Consultantshall require all subcontractors to agree in writing that City is granted a non-exclusive and perpetual license for any Documents & Data the subcontractor prepares under this Agreement. Consultant represents and warrants that Consultant has the legal right to license any and all Documents & Data. Consultant makes no such representation and warranty in regard to Documents & Data which were provided to Consultant by the City. City shall not be limited in any way in its use of the Documents and Data at any time, provided that any such use not within the purposes intended by this Agreement shall be at City’s sole risk. 8. INSURANCE Insurance requirements attached hereto as Exhibit D. 9. INDEMNIFICATION Consultant agrees to defend, and shall indemnify and hold harmless the City, its officers, agents, employees, contractors, special counsel, and representatives from liability: (1) for personal injury, damages, just compensation, restitution, judicial or equitable relief arising out of claims for personal injury, including death, and claims for property damage, which may arise from the negligent operations of the Consultant, its subcontractors, agents, employees, or other persons acting on its behalf which relates to the services described in section 1 of this Agreement; and (2) from any claim that personal injury, damages, just compensation, restitution, judicial or equitable relief is due by reason of the terms of or effects arising from this Agreement. This indemnity and hold harmless agreement applies to all claims for damages, just compensation, restitution, judicial or equitable relief suffered, or alleged to have been suffered, by reason of the events referred to in this Section or by reason of the terms of, or effects, arising from this Agreement. The Consultantfurther agrees to indemnify, hold harmless, and pay all costs for the defense of the City, including fees and costs for special counsel to be selected by the City, regarding any action by a third party challenging the validity of this Agreement, or asserting that personal injury, damages, just compensation, restitution, judicial or equitable relief due to personal or property rights arises by reason of the terms of, or effects arising from this Agreement. City may make all reasonable decisions with respect to its representation in any legal proceeding. Notwithstanding the foregoing, to the extent Consultant’s services are subject to Civil Code Section 2782.8, the above indemnity shall be limited, to the extent required by Civil Code Section 2782.8, to claims that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Consultant. 10. INTELLECTUAL PROPERTY INDEMNIFICATION Consultant shall defend and indemnify the City, its officers, agents, representatives, and employees against any and all liability, including costs, for infringement of any United States’ letters patent, trademark, or copyright infringement, including costs, contained in the work product or documents provided by Consultant to the City pursuant to this Agreement. 11. RETENTION OF RECORDS/ AUDIT REVIEW PROCEDURES a. For the purpose of determining compliance with Public Contract Code 10115, et seq. and Title 21, California Code of Regulations, Chapter 21, Section 2500 et seq., when applicable, and other matters connected with the performance of this Agreement, pursuant to Government Code 8546.7, Consultant, subconsultants, and City shall maintain and make available for inspection all books, documents, papers, accounting records, and other evidence pertaining to the performance of the Agreement, including but not limited to,the costs of administering the Agreement. All parties shall make such materials availableat their respective offices at all reasonable times during the Agreement period and for threeyears from the date of final payment under the Agreement. The state, State Auditor, City,FHWA, or any duly authorized representative of the Federal Government shall have accessto any books, records, and documents of Consultant and its certified public accountants work papers that are pertinent to the contract and indirect cost rates (ICR) for audit, examinations, workpaper review, excerpts, and transactions, and copies thereof shall be furnished if requested. b. Any dispute concerning a question of fact arising under an interim or post audit of this Agreement that is not disposed of by mutual agreement shall be reviewed by the City. c. Not later than 30 days after issuance of the final audit report, Consultant may request a review by the City of unresolved audit issues. The request for review will be submitted in writing, submitted to the project manager of RFP. d. Neither the pendency of a dispute nor its consideration by City will excuse Consultant from full and timely performance in accordance with the terms of this Agreement.

12. CONFIDENTIALITYIf Consultant receives from the City information which due to the nature of such information is reasonably understood to be confidential and/or proprietary, Consultant agrees that it shall not use or disclose such information except in the performance of this Agreement, and further agrees to exercise the same degree of care it uses to protect its own information of like importance, but in no event less than reasonable care. “Confidential Information” shall include all nonpublic information. Confidential information includes not only written information, but also information transferred orally, visually, electronically, or by other means. Confidential information disclosed to either party by any subsidiary and/or agent of the other party is covered by this Agreement. The foregoing obligations of non-use and nondisclosure shall not apply to any information that (a) has been disclosed in publicly available sources; (b) is, through no fault of the Consultant disclosed in a publicly available source; (c) is in rightful possession of the Consultantwithout an obligation of confidentiality; (d) is required to be disclosed by operation of law; or (e) is independently developed by the Consultant without reference to information disclosed by the City. 13. CERTIFICATIONS The funds used to pay for this Agreement will be partly comprised of federal grant funds. Consultant agrees and understands that it will comply with the terms of the Certifications included below in Section 21, as well as all additional certifications included in RFP No. 26-059A, incorporated by reference into this Agreement. Consultant shall keep itself informed of all City, State and Federal laws and regulations which may, in any manner, affect the performance of it services pursuant to this Agreement. Consultant shall at all times, observe and comply with all such laws and regulations. City and its officers and employees shall not be liable at law or in equity by reason of the failure of the Consultant to comply with this paragraph. 14. CONFLICT OF INTEREST CLAUSE a. The recipient or subrecipient must maintain written standards of conduct covering conflicts of interest and governing the actions of its employees engaged in the selection, award, and administration of contracts. No employee, officer, agent, or board member with a real or apparent conflict of interest may participate in the selection, award, or administration of a contract supported by the Federal award. A conflict of interest includes when the employee, officer, agent, or board member, any member of their immediate family, their partner, or an organization that employs or is about to employ any of the parties indicated herein, has a financial or other interest in or a tangible personal benefit from an entity considered for a contract. An employee, officer, agent, and board member of the recipient or subrecipient may neither solicit nor accept gratuities, favors, or anything of monetary value from contractors. However, the recipient or subrecipient may set standards for situations where the financial interest is not substantial or a gift is an unsolicited item of nominal value. The recipient's or subrecipient's standards of conduct must also provide for disciplinary actions to be applied for violations by its employees, officers, agents, or board members. b. If the recipient or subrecipient has a parent, affiliate, or subsidiary organization that is not a State, local government, or Indian Tribe, the recipient or subrecipient must also maintain written standards of conduct covering organizational conflicts of interest. Organizational conflicts of interest mean that because of relationships with a parent company, affiliate, or subsidiary organization, the recipient or subrecipient is unable or appears to be unable to be impartial in conducting a procurement action involving a related organization. c. Consultant covenants that it presently has no interests and shall not have interests, direct or indirect, which would conflict in any manner with performance of services specified under this Agreement. d. No immediate family members of either the Mayor, City Council Member, or any appointed City Official, including appointed board and commission members, as defined under the City’s Municipal Code, whose position with the City shall award or influence the award of this Agreement, or any competing contract or amendment thereof, shall be employed in any capacity by the Consultant or have any other direct or indirect financial benefit or interest in this Agreement. e. The section also prohibits the awarding of any agreement, contract, grant, or any amendment to those awards, to any former full-time employee for one-year from date of employee separation except for any CalPERS retiree as authorized by City Council resolution f. The Consultant must comply with all conflict of interest laws, ordinances, and regulations now in effect or hereafter to be enacted during the term of this Agreement. The Consultant warrants that it is not now aware of any facts which conflict with the prohibitions defined above. If the Consultant hereafter becomes aware of any facts that might reasonably be expected to create a conflict of interest, it must immediately make full written disclosure of such facts to the City. Full written disclosure must include, but is not limited to, identification of all persons implicated and a complete description of all relevant circumstances. Failure to comply with the provisions of this paragraph will be a material breach of this Agreement. g. Consultant covenants that none of its directors, officers, employees, or agents shall participate in selecting or administrating any subcontract supported (in whole or in part) by City funds stemming from the Agreement where the awarding of the subcontract has any direct or indirect financial benefit or interest to any individual, as defined in subsections (d) and (e) above. 15. REBATES, KICKBACKS, OR OTHER UNLAWFUL CONSIDERATION Consultant warrants that this Agreement was not obtained or secured through rebates kickbacks or other unlawful consideration, either promised or paid to any City employee. For breach or violation of this warranty, City shall have the right in its discretion; to terminate the contract without liability; to pay only for the value of the work actually performed; or to deduct from the contract price; or otherwise recover the full amount of such rebate, kickback or other unlawful consideration. 16. NON-DISCRIMINATION Consultant shall not discriminate because of race, color, creed, religion, sex, marital status, sexual orientation, gender identity, gender expression, gender, medical conditions, genetic information, or military and veteran status, age, national origin, ancestry, or disability, as defined and prohibited by applicable law, in the recruitment, selection, teaching, training, utilization, promotion, termination or other employment related activities or any services provided under this Agreement. Consultant affirms that it is an equal opportunity employer and shall comply with all applicable federal, state and local laws and regulations. 17. EQUIPMENT PURCHASE a. Prior authorization in writing by City shall be required before Consultant enters into any unbudgeted purchase order, or subcontract exceeding $5,000 for supplies, equipment, or consultant services. Consultant shall provide an evaluation of the necessity or desirability of incurring such costs. b. For purchase of any item, service or consulting work not covered in Consultant’s Cost Proposal and exceeding $5,000 prior authorization by City, three competitive quotations must be submitted with the request, or the absence of bidding must be adequately justified. c. Any equipment purchased as a result of this Agreement is subject to the following condition: “Consultant shall maintain an inventory of all nonexpendable property. Nonexpendable property is defined as having a useful life of at least two years and an acquisition cost of $5,000 or more. If the purchased equipment needs replacement and is sold or traded in, City shall receive a proper refund or credit at the conclusion of the Agreement, or if the Agreement is terminated, Consultant may either keep the equipment and credit City in an amount equal to its fair market value, or sell such equipment at the best price obtainable at a public or private sale, in accordance with established City procedures and credit City in an amount equal to the sales price. If Consultant elects to keep the equipment, fair market value shall be determined at Consultant’s expense, based on a competent independent appraisal of such equipment. Appraisals shall be obtained from an appraiser mutually agreeable to by City and Consultant. If it is determined to sell the equipment, the terms and conditions of such sale must be approved in advance by City.” 2 CFR, Part 200 requires a credit to Federal funds when participating equipment with a fair market value greater than $5,000 is credited to the project. 18. EXCLUSIVITY AND AMENDMENT This Agreement represents the complete and exclusive statement between the City and Consultant, and supersedes any and all other agreements, oral or written, between the parties. In the event of a conflict between the terms of this Agreement and any attachments hereto, the terms of this Agreement shall prevail. This Agreement may not be modified except by written instrument signed by the City and by an authorized representative of Consultant. The parties agree that any terms or conditions of any purchase order or other instrument that are inconsistent with, or in addition to, the terms and conditions hereof, shall not bind or obligate Consultant or the City. Each party to this Agreement acknowledges that no representations, inducements, promises or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which is not embodied herein. 19. ASSIGNMENT Inasmuch as this Agreement is intended to secure the specialized services of Consultant, Consultant may not assign, transfer, delegate, or subcontract any interest herein without the prior written consent of the City and any such assignment, transfer, delegation or subcontract without the City's prior written consent shall be considered null and void. Nothing in this Agreement shall be construed to limit the City’s ability to have any of the services which are the subject to this Agreement performed by City personnel or by other Consultants retained by City. 20. TERMINATION This Agreement may be terminated by the City upon thirty (30) days written notice of termination. In such event, Consultant shall be entitled to receive and the City shall pay Consultantcompensation for all services performed by Consultant prior to receipt of such notice of termination, subject to the following conditions: a. As a condition of such payment, the Executive Director may require Consultant todeliver to the City all work product(s) completed as of such date, and in such case such work product shall be the property of the City unless prohibited by law, and Consultant consents to the City's use thereof for such purposes as the City deems appropriate. b. Payment need not be made for work which fails to meet the standard of performance specified in the Recitals of this Agreement.21. WAIVER No waiver of breach, failure of any condition, or any right or remedy contained in orgranted by the provisions of this Agreement shall be effective unless it is in writing and signed by the party waiving the breach, failure, right or remedy. No waiver of any breach, failure or right, or remedy shall be deemed a waiver of any other breach, failure, right or remedy, whether or not similar, nor shall any waiver constitute a continuing waiver unless the writing so specifies. 22. JURISDICTION - VENUE This Agreement has been executed and delivered in the State of California and the validity, interpretation, performance, and enforcement of any of the clauses of this Agreement shall be determined and governed by the laws of the State of California. Both parties further agree that Orange County, California, shall be the venue for any action or proceeding that may be brought or arise out of, in connection with or by reason of this Agreement. 23. PROFESSIONAL LICENSES Consultant shall, throughout the term of this Agreement, maintain all necessary licenses, permits, approvals, waivers, and exemptions necessary for the provision of the services hereunder and required by the laws and regulations of the United States, the State of California, the City of Santa Ana and all other governmental agencies. Consultant shall notify the City immediately and in writing of its inability to obtain or maintain such permits, licenses, approvals, waivers, and exemptions. Said inability shall be cause for termination of this Agreement. 24. FEDERAL REGULATIONSConsultant shall comply with all applicable contractual provisions required by the United States Office of Management and Budget (OMB), as set for the in 2 CRF Part 200, whether or not expressly set forth in this document, including but not limited to those provisions set forth below. Notwithstanding, anything to the contrary herein, including without limitation, the language in this Agreement, the actual language contained in federal statutes, federal regulations, federally promulgated materials and state statutes, shall control in determining any obligations under federal law in the event of a conflict with any terms, language or provisions contained in this Agreement. Consultant shall not perform any act, fail to perform any act, or refuse to comply with any requests, which would cause City to be in violation of the federal terms and conditions. a. Federal Regulations – Recipient must comply with the government cost principles, uniform administrative requirements and audit requirements for federal grant program housed within Title 2, Part 180 of the Code of Federal Regulations. b. Debarment and Suspension – As required by Executive Orders 12549 and 12689, and 2 CFR §200.214 and codified in 2 CFR Part 200, Recipient must provide protection against waste, fraud, and abuse by debarring or suspending those persons deemed irresponsible in their dealings with the Federal government. c. Audit Records – With respect to all matters covered by this agreement all records shall be made available for audit and inspection by CITY, the grant agency and/or their duly authorized representatives for a period of three (3) years from the date of submission of the final expenditure report by the City of Santa Ana. For a period of three years after final delivery hereunder or until all claims related to this Agreement are finally settled, whichever is later, Recipient shall preserve and maintain all documents, papers and records relevant to the services provided in accordance with this Agreement, including the Attachments hereto. For the same time period, Recipient shall make said documents, papers and records available to City and the agency from which City received grant funds or their duly authorized representative(s), for examination, copying, or mechanical reproduction on or off the premises of Recipient, upon request during usual working hours. d. Reports – Recipient shall provide to City all records and information requested by City for inclusion in quarterly reports and such other reports or records as City may be required to provide to the agency from which City received grant funds or other persons or agencies. e. Section 504 of the Rehabilitation Act of 1973 (Handicapped) – All recipients of federal funds must comply with Section 504 of the Rehabilitation Act of 1973 (The Act). Therefore, the federal funds recipient pursuant to the requirements of The Act hereby gives assurance that no otherwise qualified handicapped person shall, solely by reason of handicap be excluded from the participation in, be denied the benefits of or be subject to discrimination, including discrimination in employment, in any program or activity that receives or benefits from federal financial assistance. The Recipient agrees it will ensure that requirements of The Act shall be included in the agreements with and be binding on all of its contractors, subcontractors, assignees or successors.f. Americans with Disabilities Act of 1990 – (ADA) Recipient must comply with all requirements of the Americans with Disabilities Act of 1990 (ADA), as applicable.g. Political Activity – None of the funds, materials, property, or services provided directly or indirectly under this agreement shall be used for any partisan political activity, or to further the election or defeat of any candidate for public office, or otherwise in violation of the provisions of the "Hatch Act". h. No Lobbying – Recipient will comply with all applicable lobbying prohibitions and laws, including those found in the Byrd Anti-Lobbying Amendment (31 U.S.C. 1352, et seq.), and agrees that none of the funds provided under this award may be expended by the Recipient to pay any person to influence, or attempt to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with any federal action concerning the award or renewal of any federal contract, grant, loan, or cooperative agreement. i. Non-Discrimination and Equal Opportunity – Recipient will comply, and all its contractors (or subrecipients) will comply, with Title VI of the Civil Rights Act of 1964, as amended; Section 504 of the Rehabilitation Act of 1964, as amended; Subtitle A, Title II of the Americans with Disabilities Act (ADA) (1990); Title IX of the Education Amendments of 1972; the Age Discrimination Act of 1975, as amended; Drug Abuse Office and Treatment Act of 1972, as amended; Comprehensive Alcohol Abuse and Alcoholism Prevention, Treatment and Rehabilitation Act of 1970, as amended; Section 523 and 527 of the Public Health Service Act of 1912, as amended; Title VIII of the Civil Rights Act of 1968, as amended; Department of Justice Non-Discrimination Regulations, 28 CFR Part 42, Subparts C, D, E, and G; and Department of Justice regulations on disability discrimination, 28 CFR Part 35 and 39. In the event a Federal or State court, Federal or State administrative agency, or the Recipient makes a finding of discrimination after a due process hearing on the grounds of race, color, religion, national origin, sex, or disability against a recipient of funds, the Recipient will forward a copy of the findings to CITY which will, in turn, submit the findings to the Office of Civil Rights, Office of Justice Programs, U.S. Department of Justice. If applicable, recipient will comply with the equal opportunity clause in 41 C.F.R. 60-1.4(b) in accordance with Executive Order 11246 as amended by Executive Order No. 11375. j. Equal Employment Opportunity – Recipient will comply, and all its contractors (or subrecipients) will comply, with all requirements of the Executive Order 11246 of September 24, 1965, entitled “Equal Employment Opportunity,” as amended by Executive Order 11375 of October 13, 1967, and as supplemented in Department of Labor regulations (41 CFR chapter 60), as applicable.k. Public Contracts Code – Recipient will comply, and all its contractors (or subrecipients) will comply, with all requirements of the California Public Contract Code Section 10295.3, as applicable.l. Copeland “Anti-Kickback” Act – Recipient will comply, and all its contractors (or subrecipients) will comply, with all requirements of the Copeland “Anti-Kickback” Act (40 U.S.C. 3145) as supplemented in Department of Labor regulations (29 CFR Part 3), as applicable. m. David-Bacon Act – Recipient will comply, and all its contractors (or subrecipients) will comply, with all requirements of the Davis-Bacon Act (40 U.S.C. 3141-3144 and 3146-3148) as supplemented by Department of Labor regulations (29 CFR Part 5), as applicable. n. Work Hours and Safety – Recipient will comply, and all its contractors (or subrecipients) will comply, with all requirements of Sections 103 and 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 3702 and 3704) as supplemented by Department of Labor regulations (29 CFR Part 5), as applicable. o. Clean Air Act – 1. The contractor agrees to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act, as amended, 42 U.S.C. § 7401 et seq. 2. The contractor agrees to report each violation to CITY and understands and agrees that the CITY will, in turn, report each violation as required to assure notification to the Federal Emergency Management Agency, and the appropriate Environmental Protection Agency Regional Office. 3. The contractor agrees to include these requirements in each subcontract exceeding $150,000 financed in whole or in part with Federal assistance provided by FEMA. p. Energy and Conservation – Recipient will comply, and all its contractors (or subrecipients) will comply, with all requirements of the Energy Policy and Conservation Act (42 U.S.C. 6201), as applicable. q. Waste Disposal – Recipient will comply, and all its contractors (or subrecipients) will comply, with all requirements of Section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act, as applicable. r. Patent Rights – Recipient agrees that the Department of Homeland Security shall have the authority to seek patent rights for any process, product, invention or discovery developed and paid for with funding through this Agreement based on the requirements of 37 CFR§ 401 and any other implementing regulations, as applicable. s. Copyright – Recipient may copyright any books, publications or other copyrightable materials developed in the course of or under this Agreement. However, the federal awarding agency, State Administrative Agency (SAA) and City reserve a royalty-free, non-exclusive, and irrevocable license to reproduce, publish or otherwise use, and to authorize others to use, for federal government, SAA and/or City purpose: (1) the copyright in any work developed through this Agreement; and (2) any rights of copyright to which the subcontractor purchases ownership with support through this grant. The Federal government’s, SAA’s and City’s rights identified above must be conveyed to the publisher and the language of the publisher’s release form must ensure the preservation of these rights. t. Equal Employment in Construction Contracts – Pursuant to Equal Employment Opportunity requirements of 41 C.F.R. 60-1.4(b) in accordance with Executive Order 11246 as amended by Executive Order No. 11375, as to any construction contract thereunder, if applicable, during the performance of this contract, the contractor agrees as follows: (1) The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, sexual orientation, gender identity, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, sexual orientation, gender identity, or national origin. Such action 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. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. (2) The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, sexual orientation, gender identity, or national origin. (3) The contractor will not discharge or in any other manner discriminate against any employee or applicant for employment because such employee or applicant has inquired about, discussed, or disclosed the compensation of the employee or applicant or another employee or applicant. This provision shall not apply to instances in which an employee who has access to the compensation information of other employees or applicants as a part of such employee's essential job functions discloses the compensation of such other employees or applicants to individuals who do not otherwise have access to such information, unless such disclosure is in response to a formal complaint or charge, in furtherance of an investigation, proceeding, hearing, or action, including an investigation conducted by the employer, or is consistent with the contractor's legal duty to furnish information. (4) The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. (5) The contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. (6) The contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. (7) In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. (8) The contractor will include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (8) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance. u. Prohibition on Certain Telecommunications and Video Surveillance Services or Equipment – Recipient will comply, and all its contractors (or subrecipients) will comply, with all requirements under Uniform Guidance 2 CFR §200.216. Recipient will comply with FEMA Policy 405-143-1, Prohibitions on Expending FEMA Award Funds on Covered Telecommunications Equipment or Services (Interim), which prohibits grant recipients and subrecipients from obligating or expending loan or grant funds to procure or obtain, extend or renew a contract to procure or obtain, or to enter into a contract (or extend or renew a contract) to procure or obtain equipment, services, or systems that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system.As described in Public Law 115-232, section 889, covered telecommunications equipment: (1) Telecommunications equipment produced by Huawei Technologies Company or ZTE Corporation (or any subsidiary or affiliate of such entities). (2) For the purpose of public safety, security of government facilities, physical security surveillance of critical infrastructure, and other national security purposes, video surveillance and telecommunications equipment produced by Hytera Communications Corporation, Hangzhou Hikvision Digital Technology Company, or Dahua Technology Company (or any subsidiary or affiliate of such entities). (3) Telecommunications or video surveillance services produced by such entities or using such equipment. (4) Telecommunications or video surveillance equipment or services produced or provided by an entity that the Secretary of Defense, in consultation with the Director of the National Intelligence or the Director of the Federal Bureau of Investigation, reasonably believes to be an entity owned or controlled by, or otherwise connected to, the government of a covered foreign country. v. Domestic Preferences for Procurements/Subcontracts – Recipient will comply, and all its contractors (or subrecipients) will comply, with all requirements under Uniform Guidance 2 CFR §200.322. Recipient shall comply with the federal and recipient standards in the award of any subcontracts. For purposes of this Agreement, subcontracts shall include but not be limited to purchase agreements, rental or lease agreements, third party agreements, consultant service contracts and construction subcontracts. Recipient shall ensure that the terms of this Agreement with the CITY are incorporated into all Subcontractor Agreements. The recipient shall submit all Subcontractor Agreements to the CITY for review prior to the release of any funds to the subcontractor. The recipient shall withhold funds to any subcontractor agency that fails to comply with the terms and conditions of this Agreement and their respective Subcontractor Agreement. (1) Recovered Materials Recipient shall make maximum use of products containing recovered materials that are EPA-designated items unless the product cannot be acquired competitively within a timeframe providing for compliance with the contract performance schedule; Meeting contract performance requirements; or at a reasonable price.

Information about this requirement, along with the list of EPA-designated items, is available at EPA’s Comprehensive Procurement Guidelines webpage: https://www.epa.gov/smm/comprehensive-procurement-guideline-cpg-program. The Contractor also agrees to comply with all other applicable requirements of Section 6002 of the Solid Waste Disposal Act. (2) Domestic Preference for Procurements Recipient should, to the greatest extent practicable, provide a preference for the purchase, acquisition, or use of goods, products, or materials produced in the United States. This includes, but is not limited to iron, aluminum, steel, cement, and other manufactured products. For purposes of this clause: Produced in the United States means, for iron and steel products, that all manufacturing processes, from the initial melting stage through the application of coatings, occurred in the United States. Manufactured products mean items and construction materials composed in whole or in part of non-ferrous metals such as aluminum; plastics and polymer-based products such as polyvinyl chloride pipe; aggregates such as concrete; glass, including optical fiber; and lumber. w. Termination for Cause and Convenience – Should recipient fail for any reason to comply with the contractual obligations of this agreement within the time specified by this Agreement, the CITY reserves the right to terminate the Agreement, reserving all rights under state and federal law. x. Contractual/Legal Remedies for Breach of Contract – Should recipient fail for any reason to comply with the contractual obligations of this Agreement and/or willfully, knowingly or negligently breach any term, condition or requirement of the agreement, City may impose sanctions including but not limited to damages (liquidated damages and or penalties) and /or any other remedy available pursuant to the Agreement of the laws then in effect. 25. NOTICE Any notice, tender, demand, delivery, or other communication pursuant to this Agreement shall be in writing and shall be deemed to be properly given if delivered in person or mailed by first class or certified mail, postage prepaid, or sent by fax or other telegraphic communication in the manner provided in this Section, to the following persons: To City:

City ClerkCity of Santa Ana 20 Civic Center Plaza (M-30)P.O. Box 1988 Santa Ana, CA 92702-1988With courtesy copies to:Executive Director, Public Works Agency City of Santa Ana 20 Civic Center Plaza (M-21)P.O. Box 1988Santa Ana, California 92702To Consultant: Paul Soltis, PE, GEEngineering Manager Twining, Inc. 4811 Airport Plaza Drive, Suite 220 Long Beach, CA 90815 A party may change its address by giving notice in writing to the other party. Thereafter, any communication shall be addressed and transmitted to the new address. If sent by mail, communication shall be effective or deemed to have been given three (3) days after it has been deposited in the United States mail, duly registered or certified, with postage prepaid, and addressed as set forth above. If sent by fax, communication shall be effective or deemed to have been given twenty-four (24) hours after the time set forth on the transmission report issued by the transmitting facsimile machine, addressed as set forth above. For purposes of calculating these time frames, weekends, federal, state, County or City holidays shall be excluded. 23. MISCELLANEOUS PROVISIONSa. Each undersigned represents and warrants that its signature herein below has the power, authority and right to bind their respective parties to each of the terms of this Agreement, and shall indemnify City fully, including reasonable costs and attorney’s fees, for any injuries or damages to City in the event that such authority or power is not, in fact, held by the signatory or is withdrawn. b. All Exhibits referenced herein and attached hereto shall be incorporated as if fully set forth in the body of this Agreement.

IN WITNESS WHEREOF, the parties hereto have executed this Agreement the date and year first above written. ATTEST: CITY OF SANTA ANA JENNIFER L. HALL ALVARO NUÑEZCity Clerk City ManagerAPPROVED AS TO FORM: CONSULTANT:SONIA R. CARVALHO City AttorneyBy: KYLE NELLESEN By:Assistant City Attorney Title:RECOMMENDED FOR APPROVAL: RODOLFO ROSAS, P.E.Acting Executive DirectorPublic Works Agency Steve SchifferChief Revenue Officer

EXHIBIT A

CITY OF SANTA ANA

INTRODUCTION/BACKGROUND The City of Santa Ana (City) is seeking proposals from qualified firms and organizations (Proposers) to provide on-call materials testing and special inspections services. Under the City of Santa Ana’s Capital Improvement Program, a number of construction projects will take place in the next few years. These projects include street pavement, traffic signals, underground utilities, buildings, bridges, and park facility improvements. The total value of construction is estimated to exceed $150 million. In order to maintain high quality of construction, the City intends to retain testing and inspection firms to provide quality assurance services for those projects. The selected firms are expected to provide testing and inspections for construction activities involving grading, soils, base material, concrete, masonry, asphalt concrete, structural steel, reinforcing steel, painting and to provide other quality assurance services when required. The purpose of this RFP is to solicit proposals from quality control consulting firms for the required services. The selected consultant is expected to enter into an agreement with the City to provide services on an as-needed basis. The resulting agreement(s) will be locally and federally funding. Funding sources for each project may vary and shall comply with the funding agency’s requirements. Special conditions may apply. State and Federal grant funds administered by the California Department of Transportation (Caltrans) will be used to fund all or a portion of these projects. The successful proposer will be required to comply with all requirements associated with federal funding in carrying out the project. The Caltrans Requirements referenced in Attachment K of this RFP provides additional information on federal funding requirements. All proposals, plans, drawings, specifications, estimates, grant applications, modeling, studies, presentations, and/or reports will be subject to the final approval and satisfaction of the City. The selected consultants must have the expertise, experience, and demonstrated resources available to perform the work described in this RFP. Prime consultant mark-ups for sub-consultant work will not be allowed. Scope of Services The required services shall include, but not be limited to the following: 1. Provide field inspections and compaction tests for grading, trench backfill and asphalt concrete pavement construction according to the project special provisions, the Standard Specifications for Public Works Construction (“Green Book”) and Caltrans Standard Specifications. Submit daily field reports to the City and a final report after work is completed. 2. Provide inspections for installation of precast and cast-in-place concrete, welding, high strength bolts, structural steel, masonry, painting and other types of work in accordance with the California Building Code (CBC) and the contract documents. Submit field reports to the City immediately after inspections are completed. All deputy inspectors shall register with the City’s Planning and Building Agency prior to starting inspection.

EXHIBIT 1 – SCOPE OF SERVICES

CITY OF SANTA ANA

3. Perform test on various construction materials as required by the City. Available tests may include the following: a. Mix Designs b. Concrete c. Concrete Blocks d. Brick Masonry e. Masonry Prisms f. Mortar and Grout g. Fireproofing h. Soils and Aggregates i. Asphalt Concrete j. Reinforcing Steel k. Environmental 4. Inspectors who perform work in confined areas or at elevated levels shall be certified or trained for confined space and fall protection. 5. Recommend testing method on defective work and advise the City of acceptance standards. 6. Provide source inspection for concrete and asphalt concrete at mixing plants, and inspection for other materials at their source as required by the project specifications. 7. Provide other quality control services as requested by the City. 8. Field reports shall be submitted daily to the City. Submit and distribute typed inspection and testing reports to the City’s Public Works Agency and the Planning and Building Agency in accordance with “Green Book” and “CBC” requirements and to other concerned parties within a week after the work is performed. 9. Submit a final report to the City within five working days upon completion of each project. 10. May develop and implement procedures for the review and processing of applications by contractor for progress and final payments. Proposer’s Construction Manager will be responsible for reviewing and approving monthly progress payments, and make recommendations for certification to City Staff for payment. 11. Act as an advisor to the City throughout construction and commission of the project. Determine that the work of contractor is being performed in accordance with the contract documents. Make recommendations to the City regarding special inspection or testing of work not in compliance with the provisions of the contract documents. Subject to review by the City, reject work which does not conform to the requirements of contract documents. 12. The individuals, Construction Manager, Inspector and Contract Administrator, shall not be responsible for construction means, methods, techniques, sequences and procedures employed by the contractor in the performance of the contract, and shall not be responsible for the failure of the contractor to carry out work in accordance with the contract documents. However, any errors, omissions, or discrepancies found in the Contract Documents shall be called to the attention of City Staff and clarified prior to construction starts.

CITY OF SANTA ANA

13. Consult with the City when the contractor requests interpretations of the meaning and intent of the drawings and specifications, and assist in achieving the resolution of problems, which may arise. 14. Record the progress of the project. Submit written daily and progress reports to the City. Keep daily logs containing a record of weather, contractor's work on the site, number of workers and equipment, work accomplished, problems encountered, and other relevant data. Make the log available to the City. Prepare and send Weekly Statement of Working Days to the contractor. Monitor contractor's compliance with labor code requirements. 15. Maintain, at the job site, records of contract documents including drawings, addenda, change orders, and other modifications of plans and specifications marked to show all changes made during construction. Maintain as-built records of underground utilities, including locations and depths of trenches. At the completion of the project, deliver to the City all contract documents including as- built records. 16. Evaluate the completion of the work of the contractor and make recommendations to the City when work: is ready for final inspection. Assist the City in conducting final inspections. 17. Facilitate and coordinate inspection by representatives of other agencies. 18. Assist City with project budget tracking by funding source to ensure progress payment applications are applied appropriately to correct funding sources. 19. Assist City with submission of narrative and financial reports on the progress and activities of the project to grant agencies 20. Shall monitor and enforce prevailing wage forms and requirements for conformance to the prevailing wage rates on a weekly basis. Shall verify that all Trade personnel listed in the daily log are also listed in the certified payroll and shall conduct weekly employee interviews, one for each trade, and submit verification with the monthly progress payments. 21. Shall coordinate and assist the City’s Community Work Force Agreement (CWA) Consultant to monitor and enforce the CWA forms and requirements to ensure compliance. Verification should be provided with the monthly progress payments. 22. The Proposer’s Constructor Manager shall be responsible for all project closeout items, such as: As-Built plans and related documentation, punch list completion, commissioning, warranty requests during the one-year period. Shall schedule and oversee the warranty repair. Should include site visits as requested by the City to look at defects or imperfection to determine if it is a warranty issue. 23. The Proposer’s Construction Manager shall also provide material testing and inspection to provide quality assurance services for the project. Expected testing and inspection for construction activities may involve grading, soils, base material, concrete, masonry, asphalt concrete, structural elements, and other quality assurance services as required. All frequency of services shall be in accordance with the City of Santa Ana Quality Assurance Program provided in Exhibit 6. The City reserve the right to add or reduce some of the above tasks and duties as it sees fit. The Consultant, serving as staff extension, shall remain sufficiently flexible to meet the needs of the City and of the project.

CITY OF SANTA ANA

NOTICE TO PROCEED: “On-Call” contracts require the City Project Managers to request a project/task proposal from Consultants on an “as-needed” basis. Proposals will then be evaluated by City Staff and written NTPs will be issued accordingly per task order. PAYMENT AND INVOICING: Selected Consultant shall invoice the City based on time and material according to the City’s standard invoice template. Tasks and hours shall be clearly identified and all rates must match those included in the approved agreement. This agreement may utilize Federal, Caltrans, Comprehensive Transportation Funding Program (CTFP) and local funds. Proposer shall comply with all requirements as they pertain to use of these funds. FEE SCHEDULES: In addition to Section V. Proposal Response Instructions, 2. Cost Proposal, fee schedules shall be structured to correspond to the above mentioned tasks as follows: Task: Construction Management and Inspection Services - Subtasks Total Fee: _____________ Fee schedule for each task should include an hourly breakdown that corresponds to the task total. CITY RESPONSIBILITIES: The City will provide information in its possession relevant to the preparation of the required information in the RFP. The City will provide only the staff assistance and the documentation specifically in referred to herein. • Provide general direction as needed for the assigned project • Advertise, award, and execution of construction contract • Electronic files (sample plans & specifications, City of Santa Ana’s Computer Aided Design and Drafting Standards) • Electronic files for title sheets and sheet borders • Facilitate meeting space and coordination and City facilities • Facilitate City Permits

EXHIBIT B

EXHIBIT C

Locally Funded Projects Fee SchedulePersonnel Rates: Per Hour Unless Otherwise NotedEquipment Usage (Daily Unless Otherwise Noted),Engineering And Consulting Personnel Rate Continued RateSenior Principal Advisor/Consultant 390.00$ Torque Multiplier 48.00$ Principal Engineer/Geologist 280.00$ Air Meter 37.00$ Metallurgical Engineer 390.00$ Unit Weight Bucket 28.00$ Registered Geotechnical Engineer 280.00$ Field Concrete Scale 37.00$ Technical Advisor 260.00$ 2" x 2" x 2" Mold 26.00$ Material Scientist, Welding/NDT Consultant 275.00$ Nuclear Gauge (Per Hour) 13.00$ Registered Geologist/Certified Engineering Geologist 275.00$ Sand Cone Density Test Equipment 60.00$ Senior Engineer/Geologist 250.00$ Pull Test Equipment 74.00$ Registered Civil Engineer 240.00$ Concrete/Asphalt Coring Equipment 720.00$ Roofing/Waterproofing Consultant 265.00$ Floor Flatness (Dipstick) 63.00$ Project Engineer/Manager 235.00$ Schmidt Hammer 48.00$ Quality Control Manager 235.00$ Vapor Emission Test Kits 58.00$ Senior Staff Engineer/Geologist 220.00$ Relative Humidity Probe 90.00$ Staff Engineer/Geologist 205.00$ UPV (Ultrasonic Pulse Velocity) Meter 420.00$ Quality Control Administrator 205.00$ Fireproofing Adhesion/Cohesion (Per Test) 42.00$ Metallurgical Technician 175.00$ A Scan Ultrasonic Equipment And Consumables 100.00$ CADD Operator/Draftsperson 160.00$ Magnetic Particle Equipment And Consumables 53.00$ Administrative Support 105.00$ Liquid Penetrant Consumables 48.00$ Field Supervisor 195.00$ Phased Array Ultrasonic Equipment (Per Hour) 105.00$ Safety Supervisor 195.00$ Ground Penetrating Radar 399.00$ Laboratory Manager 180.00$ Impact Echo 405.00$ Laboratory Technician 155.00$ Ultrasonic Tomography 525.00$ Expert Witness Testimony 630.00$ Inertial Profiler (Per Hour) QuotationQualified SWPPP Developer 220.00$ Borescope 315.00$ Qualified SWPPP Practitioner 205.00$ Infrared Camera 105.00$ Vibration Engineer 240.00$ Project Dedicated Vehicle 189.00$ Roller Compacted Concrete Vibrating Hammer/Tamping Plate 84.00$ Half-Cell Potential Equipment Set 405.00$ Field Inspection Personnel RateConcrete Electrical Resistivity Meter 189.00$ Concrete/Reinforced Steel Inspector 139.00$ Field Hardness (Steel) 116.00$ Prestressed/Post Tensioned Inspector 139.00$ Coating Thickness Gauge 166.00$ Concrete ICC Inspector 139.00$ Curing Box (Not Temperature Controlled, One-Time Fee/ 788.00$ Drilled-In-Anchor Inspector 139.00$ Per Box)Gunite/Shotcrete Inspector 139.00$ Temperature Control Curing Box (Per Month) 525.00$ Masonry Inspector 139.00$ Temperature Matching Curing Box (Per Month) 599.00$ Structural Steel/Welding Inspector 139.00$ AWS Certified Welding Inspector 139.00$ Fireproofing Inspector 139.00$ Specimen Pick-UpRateLead Inspector 142.00$ Soil/Aggregate Sample (Each) 55.00$ Firestop Special Inspector - IFC Premier 160.00$ Standard Sample: Concrete Cylinders (Each) 36.00$ Firestop Special Inspector - IQP 205.00$ Standard Sample: Mortar/Grout Cubes And Cores, 36.00$ L.A. Deputy Grading Inspector 150.00$ Fireproofing, Rebar, And Epoxy Prisms (Each)Asphalt Field and Plant Inspector/Technician 139.00$ Oversize Sample: Masonry Prisms And Shotcrete Panels (Each)94.00$ Pile Driving Inspector 139.00$ Oversize Sample: Flexural Beams (Each) 94.00$ Soils Technician 139.00$ Technician For Specimen Pick-Up Not Listed Above 160.00$ Concrete Quality Control (ACI/Caltrans Technician) 139.00$ (Per Hour, 2-Hour Minimum)Wood Framing Inspector 139.00$ Technician For Specimen Pick-Up Before 5:00 a.m. 220.00$ Roofing/Waterproofing Inspector 150.00$ Or After 5:00 p.m. Monday Thru Friday, Or All Day Saturday Public Works Inspector 155.00$ (Per Hour, 2-Hour Minimum Plus Mileage)Mechanical Inspector 185.00$ Electrical Inspector 185.00$ Plumbing Inspector 185.00$ Jobsite Trailer, Mobile Or On-site LaboratoryRateBuilding Inspector 185.00$ Portable Or Mobile Laboratory Unit QuotationVibration Monitoring Technician 160.00$ Jobsite Trailer, Conex, Or Equipment Storage Box QuotationField Engineering Technician 139.00$ Concrete Tests (Field Made Specimens)RateShop Inspection Personnel Rate6" x 12" Cylinder Compression Strength (ASTM C39) 49.00$ Structural Steel Fabrication Inspector 139.00$ 4" x 8" Cylinder Compression Strength (ASTM C39)43.00$ Batch Plant Quality Control Technician/Inspector 139.00$ Density Of Structural Lightweight Concrete Equilibrium 107.00$ Glue-Laminated Fabrication Inspector Quotation Oven Dry Method (ASTM C567)Pre-Cast Concrete/Pipe Fabrication Inspector 139.00$ Core Compression Including Trimming (ASTM C42)97.00$ 6" x 6" x 18" Flexural Beams Not Exceeding Referenced 134.00$ Size (ASTM C78, C293 or CTM 523)Nondestructive Testing Personnel RateSplitting Tensile Strength (ASTM C496) 134.00$ NDE Ultrasonic Testing Technician 145.00$ Modulus Of Elasticity Test (ASTM C469) 348.00$ NDE Magnetic Particle Testing Technician 145.00$ Rapid Chloride Permeability Test: Cylinders Or Cores 610.00$ NDE Dye Penetrant Testing Technician 145.00$ (ASTM C1202)Combination NDE Technician/Welding Inspector 145.00$ Density, Absorption, And Voids In Hardened Concrete 610.00$ Radiographic Testing (Crew Of 2)Quotation(ASTM C642)NDE Engineer 255.00$ Flexural Toughness (ASTM C1609, Formerly ASTM C1018) 963.00$ Double Punch Strength Of Fiber Reinforced Concrete 642.00$ Coefficient Of Thermal Expansion Of Concrete 696.00$ Equipment Usage (Daily Unless Otherwise Noted)Rate(CRD 39, AASHTO T336)Skidmore 51.00$ Bulk Electrical Resistivity (One Age Of Testing, ASTM C1876) 172.00$ Torque Wrench, Small 21.00$ Flexural Tensile Strength Of Metallic Fiber Reinforced Concrete 1,070.00$ Torque Wrench, Large 32.00$ Beam (EN 14651)4000640009953129531895309 8001340012 60003
95374
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10305
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Task 1040180003
95322953231020110203104032010310115105011020720101Task
Concrete Specimen Preparation RateQualification Of Cements RateSawing Of Specimens (Each)54.00$ Chemical Analysis Of Portland Cement Per Standard 803.00$ Coring Of Specimens In Lab (Each)54.00$ Requirements (ASTM C150)Grinding Of Concrete Below 6000 psi Strength (Each)97.00$ Physical Testing Of Portland Cement Per Standard 803.00$ Grinding Of Concrete 6000 psi Strength And Above (Each)118.00$ Requirements (ASTM C150)Physical Testing Of Type K Cement, Mortar Expansion 803.00$ Laboratory Trial Batch: Concrete, Cement(ASTM C806)And Mortar RatePhysical Testing And Chemical Analysis Of Portland Cement 1,498.00$ Compression Test 4" x 8" Cylinders Made And Tested In 63.00$ Per Standard Requirements (ASTM C150)Laboratory (ASTM C192, C35) Partial Analysis Or Specific Physical Tests QuotationCompression Test 6" x 12" Cylinders Made And Tested In 73.00$ Sulfates Resistance Of Hydraulic Cement (ASTM C1012), 3,210.00$ Laboratory (ASTM C192, C35) 6 Months6" x 6" x 18" Flexural Beams Made And Tested in Laboratory150.00$ Sulfates Resistance Of Hydraulic Cement (ASTM C1012), 3,531.00$ (ASTM C192, C78) 12 monthsSplitting Tensile Strength Cylinders Made And Tested In 150.00$ Type 1L Cement (ASTM C595; Excludes Special Properties)1,498.00$ Laboratory (ASTM C192, C496) Clinker Microscopy, Per Sample910.00$ Modulus of Elasticity Test Cylinders Made And Tested In 364.00$ Laboratory (ASTM C192, C469)Density Of Structural Lightweight Concrete Made In 124.00$ Physical Testing Of Chemical Admixtures ForLaboratory, Equilibrium or Oven Dry Method (ASTM C567)Concrete RateBulk Electrical Resistivity (ASTM C1876)188.00$ Qualification Of Admixture (ASTM C494)QuotationLaboratory Trial Batch (ASTM C192/Lab Procedure Performance)589.00$ Concrete Mixture Design For Preconstruction Evaluation And 343.00$ Backup Data DevelopmentEvaluation Of Pozzolans And Slag Cement RateDrying Shrinkage Up To 28 Days, Three 3" x 3" Or 4" x 4" Bars, 557.00$ Chemical Analysis Of Fly Ash Per Standard Requirements 803.00$ Five Readings Up To 28 Dry Days (ASTM C157) (ASTM C618)Additional Reading, Per Set Of Three Bars 65.00$ Physical Testing Of Fly Ash Per Standard Requirements 803.00$ Storage Over Ninety (90) Days, Per Set Of 54.00$ (ASTM C618)Three Bars, Per Month Partial Analysis Or Specific Physical Tests QuotationSetting Time Up To 7 Hours (ASTM C403)214.00$ Chemical Analysis And Physical Testing Of Fly Ash Per 1,498.00$ Bleeding (ASTM C232)193.00$ Standard Requirements (ASTM C1618)Concrete Restrained Expansion (ASTM C878)749.00$ Qualification Of Silica Fume Per Standard Requirements 1,498.00$ Mix, Make and Test Mortar or Grout Specimens for Compressive 642.00$ (ASTM C1240)Strength: Set of 6 (ASTM C878) Qualification Of Slag Cement Per Standard Requirements 1,498.00$ Non-Shrink Grout: Height Change After Final Set (ASTM C1090)642.00$ (ASTM C989)Non-Shrink Grout: Height Change At Early Age (ASTM C827)910.00$ Effectiveness Of Pozzolans & Slag Cement In Mitigating1,498.00$ Cracking Resistance, Set Of Three Rings, Laboratory Trial 6,634.00$ Expansion Due To ASR (ASTM C441)Batching, Test Until Cracking Or Up To 28 Days (ASTM 1581)Evaluation Of Pre-Packaged Masonry Mortars (ASTM C270)1,391.00$ Creep (ASTM C512) (One Age Of Loading, 12 Months 9,095.00$ Mass Concrete - Engineering And Testing Services RateDuration Of Testing)Thermal Control Plan (Without Cooling Pipes) Per A Unique 9,000.00$ Laboratory Development of Strength-Maturity Curve Without 3,424.00$ Type Of Placement Of Similar Group Of Placements, Each PlanEstablishing Datum Temperature (Up To 5 Testing Ages, Thermal Control Plan (With Cooling Pipes), Per A Unique 10,500.00$ ASTM C1074) Type Of Placement Of Similar Group Of Placements, Each PlanLaboratory Development Of Strength-Maturity Curve With 5,664.00$ Performance Based Maximum Temperature Difference 6,000.00$ Establishing Datum Temperature (Up to 5 Testing Ages, Laboratory & Analytical Studies, One Concrete Mixture DesignASTM C1074) Rock And Concrete Aggregates - PetrographicExamination & Special USACE & CRD Tests RateEvaluation of Mixing Water for Concrete RateRock Type Description, Per Sample (Rock Core Or Rock 1,000.00$ Evaluation of Mixing Water For Concrete Per The Requirements 1,070.00$ Chunk)Of ASTM C1602, Table 1 (Physical Properties Of Mortar), Per Rock Type Description + XRD Including Clay Analysis, 1,500.00$ Sample Per SampleEvaluation Of Mixing Water For Concrete Per The Requirements 1,284.00$ Natural Aggregates - Petrographic Examination (Gravel And 2,750.00$ Of Caltrans, Section 90, Per Sample Natural Sand Consisting Of Single Rock Type ASTM C295)Each, One SampleConcrete - Chemical Analysis, Transport Properties,Crushed Aggregates - Petrographic Examination (Crushed 2,750.00$ Service Life Modeling, Petrographic Examination RateRock And Manufactured Sand Consisting Of Single Rock TypeAcid-Soluble Chloride Analysis (ASTM C1152)134.00$ ASTM C295), Each, One SampleIncludes Sample Prep)Coarse Aggregate Certification For Deleterious Materials Per 6,500.00$ Water-Soluble Chloride Analysis (ASTM C1218)161.00$ Specifications Of USACE, Materials Coarser Than 0.75-Inch(Includes Sample Prep)Each, One Sample, 200 lb.Chloride Diffusion Coefficient Of Cementitious Mixtures By2,996.00$ Coarse Aggregate Certification For Deleterious Materials Per 5,500.00$ Bulk Diffusion (ASTM C1556) Specifications Of USACE, 0.75-Inch And Finer Material, Each,Bulk Resistivity (ASTM C1876) And Formation Factor 696.00$ One Sample, 25 lb.Chloride Binding Isotherm 910.00$ Fine Aggregate Certification For Deleterious Materials Per 2,750.00$ Analytical And Experimental (ASTM C1556) Modeling Of Service 8,560.00$ Specifications Of USACE, Each, One SampleLife Of Concrete Per Life-365 Model, Per Mixture Design Aggregate, Scratch Hardness (CRD-C 130), Each, One Sample, 500.00$ Analytical And Experimental (NordTest) Modeling Of Service 8,560.00$ 25 lb.Life Of Concrete Per FIB Model Code 34, Per Mixture DesignNon-Steady State Chloride Migration Coefficient, NordTest 492 669.00$ Petrographic Examination Of Hardened Concrete, Level I 1,750.00$ Soils And Aggregate Tests Rate(ASTM C856) (Excludes Thin Section), Per Sample Abrasion: LA Rattler (ASTM C131)206.00$ Petrographic Examination Of Hardened Concrete, Level II 2,250.00$ Abrasion: LA Rattler (ASTM C535)217.00$ (ASTM C856) Includes Thin Section, Per Sample Atterberg Limits/Plasticity Index (ASTM D4318, CTM 204)165.00$ Petrographic Examination Of Hardened Concrete, Level III 3,500.00$ California Bearing Ratio Excluding Maximum Density 598.00$ (ASTM C856/C1723) (Thin Section And SEM/EDX), Per Sample(ASTM D1883) SoilW/CM Determination (NordTest Build 361)1,338.00$ California Bearing Ratio Excluding Maximum Density 670.00$ Examination Of Volumetric Proportions Of Hardened Concrete 535.00$ (ASTM D1883) Cement-Treated Soil(ASTM C457), Per Sample Cement-Treated Soil/Base Mix Design: Includes Three Trial 3,605.00$ Air Void Analysis Of Hardened Concrete (ASTM C457), 750.00$ Cement Contents With Three Unconfined CompressivePer Sample Strength Specimens Per Cement ContentElectron Microscopy (ASTM C1723)803.00$ Chloride And Sulfate Content (CTM 417, CTM 422)180.00$ Paste Carbonation Analysis, Per Sample 268.00$ Clay Lumps And Friable Particles (ASTM C142)210.00$ Insoluble Residue Analysis (ASTM C1324)Quotation Cleanness Value 1" x #4 (CTM 227)180.00$ Alkali-Silica - Damage Rating Index (DRI), Per Sample 1,338.00$ Cleanness Value 1.5" x .75" (CTM 227)285.00$ CodeTask
70344
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3022530233801478024880254302198025280250302113023130223CodeTask Code8014380146302073020930230 Task Code3032170305703047030170303305058026080268Task3040380270Code802628026380274802728027680266Task Code8025680258 30322305038021880238802248022880234
80198801993020530237302342026530201TaskCode3023280204802068020880159802402 Soils And Aggregate Tests, Continued Rate Asphalt Concrete Tests, Continued RateCollapse Potential/Index (ASTM D5333)232.00$ Emulsion Residue, Evaporation (ASTM D244)175.00$ Compressive Strength Of Molded Soil-Cement Cylinders 109.00$ Extraction % Bitumen (ASTM D6307, CTM 382)175.00$ (ASTM D1633) Extraction % Bitumen And Gradation (ASTM D5444, D6307, 240.00$ Consolidation Test Full Cycle (ASTM 2435, CTM 219)205.00$ CTM 202, 382)Consolidation Test Time Rate Per Load Increment 47.00$ Extraction % Bitumen, Correction Factor (ASTM D6307, 385.00$ (ASTM D2435, CTM 219) CTM 382)Corrosivity Series Sulfate, CI, pH, Resistivity (CTM 643, 253.00$ Chemical Extraction % Bitumen And Sieve Analysis 410.00$ 417, and 422) (ASTM D2172 Method A or B, ASTM D5444)Crushed/Fractured Particles (ASTM D5821, CTM 205)180.00$ Lab Tested Maximum Density Hveem, 3 Briquettes 235.00$ Direct Shear Test Remolded And/Or Residual (ASTM D3080)255.00$ (ASTM D1561, D1188, CTM 304, 308)Direct Shear Test Undisturbed - Slow [CD] (ASTM D3080)230.00$ Hveem Stabilometer Test, Premixed, 3 Briquettes 235.00$ Direct Shear Test Undisturbed - Fast [CU] (ASTM D3080)200.00$ (ASTM D1560, D1561, CTM 304, 366)Durability Index Per Method - A,B,C, or D (ASTM D3744, 220.00$ Lab Tested Maximum Density Marshall, 3 Briquettes 230.00$ CTM 229) (ASTM D6926, D2726)Expansion Index (ASTM D4829, UBC 18-2)175.00$ Lab Tested Maximum Density Marshall 6'' Specimen, 235.00$ Fine Aggregate Angularity (ASTM C1252, CTM 234, 200.00$ 3 Briquettes (ASTM D5581, D2726)AASHTO T304) Lab Tested Maximum Density Superpave Gyratory Compacted 90.00$ Flat And Elongated Particle (ASTM D4791)250.00$ Briquette, SSD, 1 Briquette (ASTM D6925, D2726)Flat Or Elongated Particle (ASTM D4791)220.00$ Lab Tested Maximum Density Superpave Gyratory Compacted 100.00$ Maximum Density Methods A/B/C (ASTM D1557, 195.00$ Briquette, Paraffin, 1 Briquette (ASTM D1188, D6925)D698, CTM 216) Maximum Theoretical Specific Gravity [RICE] (ASTM D2041, 180.00$ Maximum Density Check Point (ASTM D1557, D698)70.00$ CTM 309)Maximum Density AASHTO C [Modified] (AASHTO T-180)200.00$ Marshall Stability And Flow, Cored Sample, Each 90.00$ Maximum Index Density Vibratory Table (ASTM D4253)355.00$ ASTM D6927)Moisture Content (ASTM D2216, CTM 226)30.00$ Marshall Stability And Flow, Premixed, 3 Briquettes 255.00$ Moisture and Density Ring Sample (ASTM D2937)30.00$ (ASTM D6926, D6927)Moisture and Density Shelby Tube Sample (ASTM D2937)45.00$ Marshall Stability And Flow, Gyratory Compacted Specimen 255.00$ Moisture-Density Relations Of Soil-Cement Mixtures 285.00$ Pre-Mixed, 3 Briquettes (ASTM D5581, D6925)Premixed In The Field (ASTM D558) Marshall Stability And Flow 6'' Specimen, Premixed, 255.00$ Moisture-Density Relations Of Soil-Cement Mixtures 365.00$ 3 Briquettes (ASTM D5581)Mixed In The Lab (ASTM D558) Moisture Content (CTM 370)90.00$ pH Of Soils (ASTM D4972)65.00$ Wet Track Abrasion Test (ASTM D3910)185.00$ Organic Content Of Soils (ASTM D2974, Method A Only)90.00$ Hveem Mix Design (Excluding Aggregate Quality Tests)6,000.00$ Organic Impurities (ASTM C40, CTM 213)95.00$ Hveem Mix Design, With RAP (Excluding Aggregate Quality6,500.00$ Permeability (ASTM D5084)Quotation Tests, RAP Qualification)Potential Reactivity Chemical Method (ASTM C289 - 800.00$ Hveem Mix Design, With Lime (Excluding Aggregate Quality10,000.00$ Discontinued Method) Tests)Potential Reactivity Mortar Bar Expansion Method, 990.00$ Hveem Mix Design Caltrans Untreated Mix (Including 7,000.00$ 14-Day Exposure (ASTM C1260) Aggregate Quality Tests)Potential Reactivity Mortar Bar Expansion Method, 1,100.00$ Hveem Mix Design Caltrans Lime Treated Mix (Including 8,000.00$ 28-Day Exposure (ASTM C1260) Aggregate Quality Tests)Potential Reactivity Concrete Bar Expansion Method 2,995.00$ Marshall Mix Design (Excluding Aggregate Quality Tests)6,000.00$ (ASTM C1293), 12 month Marshall Mix Design With RAP (Excluding Aggregate Quality6,400.00$ Potential Reactivity Concrete Bar Expansion Method 3,320.00$ Tests)(ASTM C1293), 24 month Marshall Mix Design With Lime (Excluding Aggregate Quality7,000.00$ Potential Reactivity of Aggregate Combination, Non-Standard 1,175.00$ Tests)Method; 14-Day Exposure, Mortar (After ASTM C1567)Open Grade Asphalt Concrete Mix Design (ASTM D7064, 3,500.00$ Potential Reactivity Of Aggregate Combination, Non-Standard 1,230.00$ CTM 368)Method; 28-Day Exposure, Mortar (After ASTM C1567)Superpave Mix Design (Excluding Aggregate Quality Tests)12,000.00$ R-Value Soil (ASTM 2844, CTM 301)454.00$ Superpave Mix Design, With RAP (Excluding Aggregate 12,500.00$ R-Value Aggregate Base (ASTM D2844, CTM 301)505.00$ Quality Tests)Sand Equivalent (ASTM D2419, CTM 217)129.00$ Superpave Mix Design With Rubber (Excluding Aggregate 12,500.00$ Sieve #200 Wash Only (ASTM D1140, CTM 202)93.00$ Quality Tests)Sieve With Hydrometer 3/4" Gravel To Clay (ASTM D422, 258.00$ Superpave Mix Design With Additives (Excluding Aggregate 12,700.00$ D7928, CTM 203) Quality Tests)Sieve With Hydrometer Sand To Clay (ASTM D422, 248.00$ Effect Of Moisture On Asphalt Paving Mixtures, Pre-Mixed 1,200.00$ D7928, CTM 203) (ASTM D4867, AASHTO T283)Sieve Analysis Including Wash (ASTM C136, CTM 202)155.00$ Hamburg Wheel Track Test, 20,000 Passes, 4 Briquettes 1,300.00$ Sieve Analysis Without Wash (ASTM C136, CTM 202)125.00$ (AASHTO T324)Sieve Analysis Split Sieve (ASTM C136, CTM 202)250.00$ Raveling Test Of Cold Mixed Emulsified Asphalt (ASTM D7196)225.00$ Sieve Analysis Without Wash With Cobbles (ASTM C136, 245.00$ Marshall Stability, Wet Set, 3 Replicates (AASHTO T245)390.00$ CTM 202) Marshall Stability, Dry Set, 3 Replicates (AASHTO T245)330.00$ Soundness Sodium Or Magnesium Sulfate, 5 Cycles 464.00$ Cold Recycled Asphalt Mix Design 2 Gradings Each, 11,600.00$ (ASTM C88) 3 Emulsion Content (Caltrans LP-8)Specific Gravity And Absorption Coarse (ASTM C127, 105.00$ CTM 206)Specific Gravity and Absorption Fine (ASTM C128, 170.00$ Mortar And Stucco - Petrographic Examination RateCTM 207) Stucco, One-Coat (ASTM C856), Includes Thin Section), 2,250.00$ Swell/Settlement Potential One Dimensional (ASTM D4546)155.00$ Per SampleTriaxial Quotation Stucco, Two-Coat (ASTM C856), Includes Thin Section), 2,500.00$ Unconfined Compression (ASTM D2166, CTM 221)196.00$ Per SampleUnit Weight Per Cubic Foot (ASTM C29, CTM 212)129.00$ Stucco, Three-Coat (ASTM C856), Includes Thin Section), 3,000.00$ Voids In Aggregate With Known Specific Gravity (ASTM C29, 129.00$ Per SampleCTM 212) Mortar (ASTM C1324, Petrographic Examination And Chemical 3,250.00$ Lightweight Particles Coarse, with Two Solutions (ASTM C123)535.00$ Analysis), Per SampleLightweight Particles Fine, with One Solution (ASTM C123)258.00$ Method of Test for Relative Mortar Strength of Portland1,400.00$ Cement Concrete Sand (CT 515)Brick Masonry Tests, ASTM C67 RateModulus Of Rupture Flexural 118.00$ Compression Strength 81.00$ Asphalt Concrete Tests RateAbsorption 5 Hour or 24 Hour 86.00$ HMA Mixing And Preparation 140.00$ Absorption (Boil) 1, 2 Or 5 Hours 118.00$ HMA Mixing And Preparation With Aggregate Treatment 196.00$ Initial Rate Of Absorption 75.00$ Bulk Specific Gravity Of Compacted Sample Or Core SSD 62.00$ Efflorescence 91.00$ (ASTM D2726, CTM 308C) Cores Compression 97.00$ Bulk Specific Gravity Of Compacted Sample Or Core Paraffin 88.00$ Shear Test On Brick Cores 2 Faces 118.00$ Coated (ASTM D1188 and CTM 308A) 203157035720807TaskCode80282802868029480290 75069
20307203092031120313
75028CodeTask75030
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70325750043050770331750527509375096750847509575066703497035170353 7504975051751147507070343
30411Code7503270347703997037170373703617036370365303173031970360Task7036970367703977035570328703307034170319703117031370315Task 703927034570398703357033730508703407039170342Code703937039670309703177033970336 3 Concrete Block, ASTM C140 Rate Metal and Steel Testing, Continued RateCompression 102.00$ Hardness Test (ASTM E18)91.00$ Absorption/Moisture Content/Oven Dry Density 102.00$ Bolt Axial Tensile Test (Up To 7/8" Diameter)75.00$ Linear Shrinkage (ASTM C426)295.00$ Bolt Wedge Tensile Test (Up To 7/8" Diameter)91.00$ Web And Face Shell Measurements 59.00$ Bolt Axial Tensile Test (Greater Than 7/8" Up To 1" diameter)97.00$ Tension Test 188.00$ Bolt Wedge Tensile Test (Greater Than 7/8" Up To 1" Diameter)118.00$ Core Compression 97.00$ Bolt Axial Tensile Test (Greater Than 1" Diameter)140.00$ Shear Test Of Masonry Cores 2 Faces 118.00$ Bolt Wedge Tensile Test (Greater Than 1" Diameter)150.00$ Efflorescence Tests 91.00$ Bolt Proof Load Test (Up To 7/8")102.00$ Bolt Proof Load Test (Greater Than 7/8" Up To 1" Diameter)124.00$ Bolt Proof Load Test (Greater Than 1")145.00$ Masonry Prisms, ASTM C1314 RateNut Proof Load Test (Up To 7/8")81.00$ Compression Test, Composite Masonry Prisms Up To 8" x 16" 220.00$ Nut Proof Load Test (Greater Than 7/8" Up To 1" Diameter)102.00$ Compression Test, Composite Masonry Prisms > 8" x 16" 295.00$ Nut Proof Load Test (Greater Than 1")113.00$ Prism Cord Modulus of Elasticity696.00$ Prism Cord Modulus Of Elasticity With Transverse Strain 760.00$ (For Double-Wythe Specimen) Chemical Testing Of Metal And Steel RateSteel Chemical Analysis QuotationWeight Of Galvanized Coating (ASTM A90)97.00$ Mortar And Grout RateEpoxy Coating Thickness 107.00$ Compression 2" x 4" Mortar Cylinders (ASTM C780)65.00$ Coating Thickness 102.00$ Compression 3" x 3" x 6" Grout Prisms, Includes Trimming49.00$ (ASTM C1019) Machining And Preparation Of Tensile And BendCompression 2" Cubes (ASTM C109)65.00$ Sample: Carbon Steel RateCompression Cores Includes Trimming (ASTM C42)97.00$ Machinist Initial Preparation From Mock-Up, Etc. (Per Hour)156.00$ Sawcut To Overall Width (Per 0.5" Thickness Or Fraction 70.00$ Thereof)Masonry Specimen Preparation RateMachine To Test Configuration Milled Specimens 102.00$ Cutting Of Cubes Or Prisms 81.00$ Machine To Test Configuration Turned Specimens (Per 0.5" 182.00$ Thickness Or Fraction Thereof)Prepare Subsize Specimens (Per 0.5" Thickness Or Fraction 124.00$ Fireproofing Tests RateThereof)Oven Dry Density (ASTM E605)97.00$ Charpy Impact RateGunite And Shotcrete Tests RateCharpy Impact Ambient Temperature 113.00$ Core Compression Including Trimming (ASTM C42)113.00$ Charpy Impact Reduced Temperature 150.00$ Compression Cubes (Includes Saw Cutting)81.00$ Concrete Roof Fill: Gypsum, Vermiculite, Perlite, Machining Of Charpy Samples: Carbon Steel RateLightweight Insulating Concrete, Etc. RateCutting And Milling (Per 0.5" Or Fraction Thereof) 102.00$ Compression Test (ASTM C495 and C472)81.00$ Final Machining To Sample Configuration 124.00$ Air Dry Density (ASTM C472)70.00$ Oven Dry Density (ASTM C495)97.00$ Prestressing Wires And Tendons, (ASTM A416)RateStress-Strain Analysis Wire Or Strands (Including Chart And 273.00$ Reinforcing Steel, ASTM A615, A706 RatePercent Offset)Tensile Test #11 Or Smaller 81.00$ Tensile Test Only204.00$ Bend Test #11 Or Smaller 75.00$ Tendons QuotationBend Test #14 Or #18 428.00$ Tensile Test #14 321.00$ Tensile Test #18 418.00$ Polymer Matrix Composite Materials (Fiberwrap)RateTensile Strength – Set of 5 Specimens/Batch/Direction 1,498.00$ (ASTM D3039)Reinforcing Steel - Welded Or Coupled Specimens RateTensile Strength – Additional Specimens (ASTM D3039)289.00$ Tensile Test Welded/Coupled #11 And Smaller 91.00$ (ASTM D3039)Tensile Test Welded/Coupled #14 311.00$ Heating Chamber Time – Per 24 Hr. Period 107.00$ Tensile Test Welded/Coupled #18 439.00$ Weld Macroetch 102.00$ Slippage Test - Caltrans (CTM 670)236.00$ Calibration Services And Universal Machine Usage RateTensile Test Welded Hoops #11 And Smaller 182.00$ Calibration/Verification Services QuotationUniversal Test Machine Usage (Per Hour)509.00$ Metal and Steel TestingRate Specialty TestingTensile Strength Up To 100K Pounds (Each)91.00$ - Cylic And Fatigue Testing Programs On Special Products/PartsTensile Strength Up To 200K Pounds (Each)102.00$ - Engineering And Technical Supports/Design Of Prototypes And Special Test Set-UpTensile Strength Up To 300K Pounds (Each)129.00$ - Fastener/Coupling Full Testing Program Per New Regulations: Tension, Tension/Bend, Tensile Strength Up To 400K Pounds (Each)188.00$ Shear, Double Shear, 8 CompressionsTensile Strength 400K To 600K Pounds (Each)428.00$ - Fiberglass/Composite Materials Field Testing Program (ASTM D1143 D1242, Tensile Strength Stress-Strain Percent Offset 268.00$ D2584, D4065, D4476, D4923, D7901, D7921, and D732)Weld Macroetch 102.00$ - Field Testing Of Structures And Structural ElementsWeld Fracture 54.00$ - In-Place Shear TestingBend Test 86.00$ - Materials And/Or Product Evaluation Per SpecificationsFlattening Test 86.00$ - Structural Dynamic Testing And Durability AnalysisGeneral ConditionsNOTE: Field inspection work conditions are established by contract with Operating Engineers, Local 12.NOTE: A minimum of 24 hours notice is required for testing and inspection services.NOTE: For projects subject to a Project Labor Agreement (PLA), if the terms and conditions of the PLA are more restrictive than those listed below, PLA terms and conditions will apply.NOTE: Rates will be adjusted annually each July 1st to reflect increased costs.

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20641
205452061120501205032052520803206152060720361Task 2037120529Task 4 General Conditions, ContinuedNote that hard copies of reports will be sent only to governing jurisdictions that mandate them. All other parties will receive reports electronically. The administrative fee above will receivereports electronically. Minimum Charges (Inspection and Technician Personnel Only - Other Personnel Charged on Portal to Portal Basis)2-Hour Minimum: Inspector arrives at jobsite, no work to perform4-Hour Minimum: 1 to 4 hours of inspection8-Hour Minimum: Over 4 to 8 hours of inspectionRegular Time (All Types of Inspection and also All Non-Exempt Employees)The first 8 hours worked Monday through Friday between 5:00 a.m. and 5:00 p.m. except as noted otherwise below.Time and One-Half (All Types of Inspection and also All Non-Exempt Employees)All shifts will be billed based on the time and date of their start. Any increment past 8 hours through 12 hours worked Monday through Friday and the first 12 hours on Saturday. Time andone-half will also be charged for the first four hours before 5:00 a.m. and after 5:00 p.m. Double Time (All Types of Inspection and also All Non-Exempt Employees)All shifts will be billed based on the time and date of their start. After the first 12 hours worked Monday through Saturday, all day Sunday, and holidays. After the first four hours workedbefore 5:00 a.m. and after 5:00 p.m. Holidays are New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving, the day after Thanksgiving,Christmas Day, and Local 12 general meeting days (First Saturday in June, First Saturday in December). If any of the holidays should fall on Sunday, the Monday following shall be consideredthe holiday.Meal PeriodWhen personnel are required by their duties to work more than five consecutive hours without a one-half hour uninterrupted meal period, one half hour at double time rate will be chargedin addition to any applicable overtime for actual hours worked. Charges for Subcontracted ServicesMaterial sent to outside laboratory for testing: Material sent to outside fabricator or machine shop: Glu-Lam beam inspection: Other subcontractors:Project exclusive equipment purchase: Limit of LiabilityClient agrees to limit Twining's aggregate liability to all entities for alleged or actual errors and omissions in the performance of its professional services under this agreement to $50,000.00or the fees actually paid to Twining, whichever amount is greater. Higher limits may be available by quotation. Additional Insurance CoverageAny requirements for additional insurance policies or coverage beyond our normal policies/limits (e.g. SML coverage) may be provided at an additional fee and will be quoted on a per project requirements basis.Certified PayrollCertified payroll will be provided, upon request, at an additional charge of $150.00/month. Fee applies to every month that certified payroll must be submitted regardless of whether or notservices were provided for any given month.Cost plus 20%Cost plus 20%Cost plus 20%Cost plus 20%Cost plus 20% 5 General Conditions, ContinuedFinal Reports Required by JurisdictionIf a final report or affidavit is required, we must first review all inspection and testing reports and clear up any unresolved issues on these reports. These issues will typically require approvalby the engineer or architect of record. This process can take several weeks or just a day, depending on the number and complexity of the issues. Cost for final reports will be billed hourly.Terms of PaymentFees charged are for professional and technical services and are due upon presentation. If not paid within 30 days from date of invoice, they are considered past due and the maximumlegal finance charge will be added to the unpaid balance.In addition, should the client require that invoices be submitted through a web based or electronic system, the client will be responsible for all costs associated with the use of the system.A 3% fee will be applied for payments processed by credit card.All invoice errors or necessary corrections shall be brought to the attention of Twining within 15 days of receipt of invoice. Thereafter, customer acknowledges invoices are correct andvalid. Twining reserves the right to terminate its services to a customer without notice if all invoices are not current. Upon such termination of services, the entire amount accrued for allservices performed shall immediately become due and payable. Customer waives any and all claims against Twining, its subsidiaries, affiliates, servants, and agents for termination ofwork on account of these terms.In the event of any litigation arising from or related to any agreement to provide services whether verbal or written, the prevailing party shall be entitled to recover from the non-prevailingparty all reasonable costs incurred, including staff time, court costs, attorney's fees and all other related expenses in such litigation. Additionally, in the event of a non-adjudicative settlementof litigation between the parties or a resolution of dispute by arbitration, that same process shall determine the prevailing party.Hold SpecimensAll "hold" specimens are charged at the applicable test rate whether tested or not.Specimen Sampling and DisposalTwining samples materials used in construction in accordance with standard practices, methods, codes, and relevant project requirements. Representativeness of sampling andaccuracy of testing are subject to the same probabilistic and precision limitations as governing standards, codes and project technical provisions.Should samples be provided by others Twining cannot warrant or guarantee that material is representative of material that is or will be used in actual construction of the project.Specimens will be discarded after testing unless Twining has been notified prior to testing that the customer wishes to retrieve the specimens or storage arrangements are made. Costsfor storage will be by quotation.Oversize SpecimensAn extra charge will be made when test specimens require more than one person to handle because of size or weight.Elevated Work PlatformsIn the event an elevated work platform is required to safely complete our work, the client must provide safe access for Twining personnel for all required inspection, testing, sampling, etc.including a trained and certified operator or qualified inspector as applicable. Twining will not be responsible for signing waivers associated with providing such access. Should Twining berequired to supply an elevated work platform, we will contract with a qualified vendor and the markups shown above will apply. 6 Note: Mark-ups are Not AllowedConsultant Twining= Combined ICR%For Home Office Rate=For Field Office Rate=Fee=10%Actual or Avg. Hourly Rate4Hourly Range -for Classifications OnlyStraight OT(2x) From$238.70 $238.70 Contract Start $93.49Not Applicable$248.25 $248.25 1/1/2027$97.23$258.18 $258.18 1/1/2028$101.12$268.50 $268.50 1/1/2029$105.16$284.84 $284.84 Contract Start $111.56Not Applicable$296.22 $296.22 1/1/2027$116.02$308.07 $308.07 1/1/2028$120.66$212.53 $212.53 Contract Start $83.24Not Applicable$221.03 $221.03 1/1/2027$86.57$229.87 $229.87 1/1/2028$90.03$260.20 $260.20 Contract Start $101.91Not Applicable$270.61 $270.61 1/1/2027$105.99$281.44 $281.44 1/1/2028$110.23$173.52 $241.48 Contract Start $67.96Not Applicable$180.46 $251.14 11/1/2025$70.68$187.69 $261.20 11/1/2026$73.51Adrian MorenoStaff Engineer (Exempt)$212.53 12/31/2026$221.03 12/31/2027 4%$229.87 12/30/2028 4%Group 3Non-Exempt(Prevailing wage)$207.50 12/31/2026$215.80 10/31/2026 4%$224.44 10/31/2027 4%Paul SoltisProject Executive (Exempt)$284.84 12/31/2026$296.22 12/31/2027 4%$308.07 12/30/2028 4%ToOT(1.5x)+ General &Administrative %Amir GhavibazooProject Engineer/Project Manager (Exempt)$248.25 12/31/20274%$258.18 12/30/2028 4%NOTES: 1. Key personnel must be marked with an asterisk (*) and employees that are subject to prevailing wage requirements must be marked with two asterisks (**).All costs must comply with the Federal cost principles. Subconsultants will provide their own cost proposals. 2. The cost proposal format shall not be amended. 3. Billing rate = actual hourly rate * (1+ ICR) * (1+ Fee). Indirect cost rates shall be updated on an annual basis in accordance with the consultant’s annual accounting period and established by a cognizant agency or accepted by Caltrans. All costs must comply with the Federal cost principles for reimbursement. 4. For named employees and key personnel enter the actual hourly rate. For classifications only, enter the Average Hourly Rate for that classification. 4% COST PROPOSALSPECIFIC RATE OF COMPENSATION (USE FOR ON-CALL OR AS-NEEDED CONTRACTS) (CONSTRUCTION ENGINEERING AND INSPECTION CONTRACTS)For Combined RateName/Job Title/Classification1Hourly Billing Rates2Effective Date of Hourly Rate% or $ IncreaseORBILLING INFORMATION CALCULATION INFORMATION$268.50 12/31/2029$238.70 12/31/2026Contract No. __________132.11%Fringe Benefit % + General &Administrative %Date _05/20/26_________Fringe Benefit % Field Office ICR%Home Office ICR%132.11%132.11%Project No. __________ Contract Amount $ __________Fringe Benefit %+ General &Administrative %Liangcai HeChief Geotechnical Engineer (Exempt)$260.20 12/31/2026$270.61 12/31/2027 4%$281.44 12/30/2028 4% /26
Consultant Twining, Inc. Project No. Date 08/22/24 Mileage Costs - $0.00 $0.00Equipment Rental and Supplies - $0.00 $0.00Permit Fees - $0.00 $0.00Plan Sheets - $0.00 $0.00Laboratory Testing TBD See ODC Attachment 1TBD Per Future Task OrdersVehicle - $0.00 $0.00$0.00$0.00$0.00$0.00$0.00Note: Add additional pages if necessary.Amir Ghavibazoo1. List other direct cost items with estimated costs. These costs should be competitive in their respective industries and supported with appropriate documentation.2. Proposed ODC items should be consistently billed regardless of client and contract type.Paul Soltis6. Travel related costs should be pre-approved by the contracting agency and shall not exceed current State Department of Personnel Administration rules.7. If mileage is claimed, the rate should be properly supported by the consultant's calculation of their actual costs for company vehicles. In addition, Adrian MorenoStaff Engineer (Exempt)9. The cost proposal format shall not be amended. All costs must comply with the Federal cost principles.10. Add additional pages if necessary.Liangcai HeChief Geotechnical Engineer (Exempt)Group 3Non-Exempt(Prevailing wage)Subconsultant 2:Subconsultant 3:Subconsultant 4:Subconsultant 5:SPECIFIC RATE OF COMPENSATION (USE FOR ON-CALL OR AS-NEEDED CONTRACTS) (CONSTRUCTION ENGINEERING AND INSPECTION CONTRACTS)Contract No. SCHEDULE OF OTHER DIRECT COST ITEMS (Add additional pages as necessary)Subconsultant 1:
08/22/24
Equipment Usage (Daily Unless Otherwise Noted)Rate Concrete Specimen Preparation RateSkidmore 53.00$ Sawing Of Specimens (Each) 56.00$ Torque Wrench, Small 22.00$ Coring Of Specimens In Lab (Each) 56.00$ Torque Wrench, Large 33.00$ Grinding Of Concrete Below 6000 psi Strength (Each) 101.00$ Torque Multiplier 50.00$ Grinding Of Concrete 6000 psi Strength And Above (Each) 123.00$ Air Meter 38.00$ Unit Weight Bucket 29.00$ Laboratory Trial Batch: Concrete, CementField Concrete Scale 38.00$ And MortarRateSetting time by Vicat Needle (C1856/C191) 250.00$ 2" x 2" x 2" Mold 27.00$ Compression Test 4" x 8" Cylinders Made And Tested In 66.00$ Nuclear Gauge (Per Hour) 14.00$ Laboratory (ASTM C192, C35)Sand Cone Density Test Equipment 62.00$ Compression Test 6" x 12" Cylinders Made And Tested In 76.00$ Pull Test Equipment 77.00$ Laboratory (ASTM C192, C35)Concrete/Asphalt Coring Equipment 749.00$ 6" x 6" x 18" Flexural Beams Made And Tested in Laboratory 156.00$ Floor Flatness (Dipstick) 66.00$ (ASTM C192, C78)Schmidt Hammer 50.00$ Splitting Tensile Strength Cylinders Made And Tested In 156.00$ Vapor Emission Test Kits 60.00$ Laboratory (ASTM C192, C496)Relative Humidity Probe 94.00$ Modulus of Elasticity Test Cylinders Made And Tested In 379.00$ UPV (Ultrasonic Pulse Velocity) Meter 437.00$ Laboratory (ASTM C192, C469)Fireproofing Adhesion/Cohesion (Per Test) 44.00$ Density Of Structural Lightweight Concrete Made In 129.00$ A Scan Ultrasonic Equipment And Consumables 104.00$ Laboratory, Equilibrium or Oven Dry Method (ASTM C567)Magnetic Particle Equipment And Consumables 55.00$ Bulk Electrical Resistivity (ASTM C1876) 196.00$ Liquid Penetrant Consumables 50.00$ Laboratory Trial Batch (ASTM C192/Lab Procedure Performance) 613.00$ Phased Array Ultrasonic Equipment (Per Hour) 200.00$ Concrete Mixture Design For Preconstruction Evaluation And 360.00$ Ground Penetrating Radar 415.00$ Backup Data DevelopmentImpact Echo 421.00$ Drying Shrinkage Up To 28 Days, Three 3" x 3" Or 4" x 4" Bars, 579.00$ Ultrasonic Tomography 546.00$ Five Readings Up To 28 Dry Days (ASTM C157)Inertial Profiler (Per Hour) Quotation Additional Reading, Per Set Of Three Bars 68.00$ Borescope 328.00$ Storage Over Ninety (90) Days, Per Set Of 56.00$ Infrared Camera 109.00$ Three Bars, Per MonthProject Dedicated Vehicle 197.00$ Setting Time Up To 7 Hours (ASTM C403) 223.00$ Roller Compacted Concrete Vibrating Hammer/Tamping Plate 87.00$ Bleeding (ASTM C232) 201.00$ Half-Cell Potential Equipment Set 421.00$ Concrete Restrained Expansion (ASTM C878) 779.00$ Concrete Electrical Resistivity Meter 197.00$ Mix, Make and Test Mortar or Grout Specimens for Compressive 668.00$ Field Hardness (Steel) 121.00$ Strength: Set of 6 (ASTM C878)Coating Thickness Gauge 173.00$ Non-Shrink Grout: Height Change After Final Set (ASTM C1090) 668.00$ Curing Box (Not Temperature Controlled, One-Time Fee/ 820.00$ Non-Shrink Grout: Height Change At Early Age (ASTM C827) 946.00$ Per Box) Cracking Resistance, Set Of Three Rings, Laboratory Trial 6,899.00$ Temperature Control Curing Box (Per Month) 546.00$ Batching, Test Until Cracking Or Up To 28 Days (ASTM 1581)Temperature Matching Curing Box (Per Month) 623.00$ Evaluation Of Pre-Packaged Masonry Mortars (ASTM C270) 1,447.00$ Creep (ASTM C512) (One Age Of Loading, 12 Months 9,459.00$ Duration Of Testing)Specimen Pick-UpRateLaboratory Development of Strength-Maturity Curve Without 3,561.00$ Soil/Aggregate Sample (Each) 57.00$ Establishing Datum Temperature (Up To 5 Testing Ages, Standard Sample: Concrete Cylinders (Each) 37.00$ ASTM C1074)Standard Sample: Mortar/Grout Cubes And Cores, 37.00$ Laboratory Development Of Strength-Maturity Curve With 5,891.00$ Fireproofing, Rebar, And Epoxy Prisms (Each) Establishing Datum Temperature (Up to 5 Testing Ages, Oversize Sample: Masonry Prisms And Shotcrete Panels (Each) 98.00$ ASTM C1074)Oversize Sample: Flexural Beams (Each) 98.00$ Technician For Specimen Pick-Up Not Listed Above 166.00$ (Per Hour, 2-Hour Minimum)Evaluation of Mixing Water for Concrete RateTechnician For Specimen Pick-Up Before 5:00 a.m. 229.00$ Evaluation of Mixing Water For Concrete Per The Requirements 1,113.00$ Or After 5:00 p.m. Monday Thru Friday, Or All Day Saturday Of ASTM C1602, Table 1 (Physical Properties Of Mortar), Per(Per Hour, 2-Hour Minimum Plus Mileage) SampleEvaluation Of Mixing Water For Concrete Per The Requirements 1,335.00$ Of Caltrans, Section 90, Per SampleJobsite Trailer, Mobile Or On-site LaboratoryRatePortable Or Mobile Laboratory Unit QuotationConcrete - Chemical Analysis, Transport Properties,Jobsite Trailer, Conex, Or Equipment Storage Box QuotationService Life Modeling, Petrographic Examination RateWater Absorption Rate per Set (C1585) 2,100.00$ Acid-Soluble Chloride Analysis (ASTM C1152) 175.00$ Includes Sample Prep)Concrete Tests (Field Made Specimens)RateWater-Soluble Chloride Analysis (ASTM C1218) 175.00$ 6" x 12" Cylinder Compression Strength (ASTM C39) 51.00$ (Includes Sample Prep)4" x 8" Cylinder Compression Strength (ASTM C39) 45.00$ Chloride Diffusion Coefficient Of Cementitious Mixtures By 3,116.00$ Density Of Structural Lightweight Concrete Equilibrium 111.00$ Bulk Diffusion (ASTM C1556)Oven Dry Method (ASTM C567) Bulk Resistivity (ASTM C1876) And Formation Factor 725.00$ Core Compression Including Trimming (ASTM C42) 101.00$ Chloride Binding Isotherm 946.00$ 6" x 6" x 18" Flexural Beams Not Exceeding Referenced 139.00$ Analytical And Experimental (ASTM C1556) Modeling Of Service 9,000.00$ Size (ASTM C78, C293 or CTM 523) Life Of Concrete Per Life-365 Model, Per Mixture DesignSplitting Tensile Strength (ASTM C496) 139.00$ Analytical And Experimental (NordTest) Modeling Of Service 8,902.00$ Modulus Of Elasticity Test (ASTM C469) 362.00$ Life Of Concrete Per FIB Model Code 34, Per Mixture DesignRapid Chloride Permeability Test: Cylinders Or Cores 634.00$ Non-Steady State Chloride Migration Coefficient, NordTest 492 696.00$ (ASTM C1202) Petrographic Examination Of Hardened Concrete, Level I 1,750.00$ Density, Absorption, And Voids In Hardened Concrete 634.00$ (ASTM C856) (Excludes Thin Section), Per Sample(ASTM C642) Petrographic Examination Of Hardened Concrete, Level II 2,250.00$ Flexural Toughness (ASTM C1609, Formerly ASTM C1018) 1,002.00$ (ASTM C856) Includes Thin Section, Per SampleDouble Punch Strength Of Fiber Reinforced Concrete 668.00$ Petrographic Examination Of Hardened Concrete, Level III 3,500.00$ Coefficient Of Thermal Expansion Of Concrete 724.00$ (ASTM C856/C1723) (Thin Section And SEM/EDX), Per Sample(CRD 39, AASHTO T336) Determination (NordTest Build 361) 1,500.00$ Bulk Electrical Resistivity (One Age Of Testing, ASTM C1876) 179.00$ Examination Of Volumetric Proportions Of Hardened Concrete 550.00$ Flexural Tensile Strength Of Metallic Fiber Reinforced Concrete 1,113.00$ (ASTM C457), Per SampleBeam (EN 14651) 3021630217
8024680126
30203302273022920263Code30233TaskCodeTask
30219302323020780121
Task
40012
Code95315953099531295333953489534295339953419535195330Code 80159
95319
400064000980013201009537420103201012010920104201022010795369953709537195373Task Code Task Code95357953649536795349953729533695347953459530695300953039532495307953439535295362953569536820151201572015920160Task3022595322953239531895321 Task CodeCode2020295360Task 800068020480206802088021280224800038012980210802488022280123801938021820203202012020920205202074000520211 30215302233020930230302113023180198801993020530237302342026530201 Concrete - Chemical Analysis, Transport Properties, ServiceLife Modeling, Petrographic Examination, Continued Rate Soils And Aggregate Tests, Continued RateAir Void Analysis Of Hardened Concrete (ASTM C457), 800.00$ Chloride And Sulfate Content (CTM 417, CTM 422) 187.00$ Per Sample Clay Lumps And Friable Particles (ASTM C142) 218.00$ Electron Microscopy (ASTM C1723) 1,000.00$ Cleanness Value 1" x #4 (CTM 227) 187.00$ Paste Carbonation Analysis, Per Sample 250.00$ Cleanness Value 1.5" x .75" (CTM 227) 296.00$ Insoluble Residue Analysis (ASTM C1324) Quotation Collapse Potential/Index (ASTM D5333) 241.00$ Alkali-Silica - Damage Rating Index (DRI), Per Sample 1,500.00$ Compressive Strength Of Molded Soil-Cement Cylinders 113.00$ (ASTM D1633)Consolidation Test Full Cycle (ASTM 2435, CTM 219) 213.00$ Qualification Of Cements RateConsolidation Test Time Rate Per Load Increment 49.00$ Heat of Hydration of Cementitious Materials by 750.00$ (ASTM D2435, CTM 219) Isothermal Calorimetry (C1702)Chemical Analysis Of Portland Cement Per Standard 835.00$ Requirements (ASTM C150) Corrosivity Series Sulfate, CI, pH, Resistivity (CTM 643, 263.00$ Physical Testing Of Portland Cement Per Standard 835.00$ 417, and 422)Requirements (ASTM C150) Crushed/Fractured Particles (ASTM D5821, CTM 205) 187.00$ Physical Testing Of Type K Cement, Mortar Expansion 835.00$ Direct Shear Test Remolded And/Or Residual (ASTM D3080) 265.00$ (ASTM C806) Direct Shear Test Undisturbed - Slow [CD] (ASTM D3080) 239.00$ Physical Testing And Chemical Analysis Of Portland Cement 1,558.00$ Direct Shear Test Undisturbed - Fast [CU] (ASTM D3080) 208.00$ Per Standard Requirements (ASTM C150) Durability Index Per Method - A,B,C, or D (ASTM D3744, 229.00$ Partial Analysis Or Specific Physical Tests Quotation CTM 229)Sulfates Resistance Of Hydraulic Cement (ASTM C1012), 3,338.00$ Expansion Index (ASTM D4829, UBC 18-2) 182.00$ 6 Months Fine Aggregate Angularity (ASTM C1252, CTM 234, 208.00$ Sulfates Resistance Of Hydraulic Cement (ASTM C1012), 3,672.00$ AASHTO T304)12 months Flat And Elongated Particle (ASTM D4791) 260.00$ Type 1L Cement (ASTM C595; Excludes Special Properties)1,498.00$ Flat Or Elongated Particle (ASTM D4791) 229.00$ Clinker Microscopy, Per Sample910.00$ Maximum Density Methods A/B/C (ASTM D1557, 203.00$ D698, CTM 216)Physical Testing Of Chemical Admixtures ForMaximum Density Check Point (ASTM D1557, D698) 73.00$ Concrete RateMaximum Density AASHTO C [Modified] (AASHTO T-180) 208.00$ Qualification Of Admixture (ASTM C494) Quotation Maximum Index Density Vibratory Table (ASTM D4253) 369.00$ Moisture Content (ASTM D2216, CTM 226) 31.00$ Moisture and Density Ring Sample (ASTM D2937) 31.00$ Evaluation Of Pozzolans And Slag Cement RateMoisture and Density Shelby Tube Sample (ASTM D2937) 47.00$ Method A Reactivity of SCM by Isothermal Calorimetry 900.00$ (ASTM C 1897)Chemical Analysis Of Fly Ash Per Standard Requirements 835.00$ Moisture-Density Relations Of Soil-Cement Mixtures 296.00$ (ASTM C618) Premixed In The Field (ASTM D558)Physical Testing Of Fly Ash Per Standard Requirements 835.00$ Moisture-Density Relations Of Soil-Cement Mixtures 380.00$ (ASTM C618) Mixed In The Lab (ASTM D558)Partial Analysis Or Specific Physical Tests Quotation pH Of Soils (ASTM D4972) 68.00$ Chemical Analysis And Physical Testing Of Fly Ash Per 1,558.00$ Organic Content Of Soils (ASTM D2974, Method A Only) 94.00$ Standard Requirements (ASTM C1618) Organic Impurities (ASTM C40, CTM 213) 99.00$ Qualification Of Silica Fume Per Standard Requirements 1,558.00$ Permeability (ASTM D5084) Quotation(ASTM C1240) Potential Reactivity Chemical Method (ASTM C289 - 832.00$ Qualification Of Slag Cement Per Standard Requirements 1,558.00$ Discontinued Method)(ASTM C989) Potential Reactivity Mortar Bar Expansion Method, 1,030.00$ Effectiveness Of Pozzolans & Slag Cement In Mitigating 1,558.00$ 14-Day Exposure (ASTM C1260) Expansion Due To ASR (ASTM C441) Potential Reactivity Mortar Bar Expansion Method, 1,144.00$ 28-Day Exposure (ASTM C1260) Potential Reactivity Concrete Bar Expansion Method 3,115.00$ Mass Concrete - Engineering And Testing Services Rate(ASTM C1293), 12 monthThermal Control Plan (Without Cooling Pipes) Per A Unique 9,360.00$ Potential Reactivity Concrete Bar Expansion Method 3,453.00$ Type Of Placement Of Similar Group Of Placements, Each Plan (ASTM C1293), 24 monthThermal Control Plan (With Cooling Pipes), Per A Unique 10,920.00$ Potential Reactivity of Aggregate Combination, Non-Standard 1,222.00$ Type Of Placement Of Similar Group Of Placements, Each Plan Method; 14-Day Exposure, Mortar (After ASTM C1567)Performance Based Maximum Temperature Difference 6,240.00$ Potential Reactivity Of Aggregate Combination, Non-Standard 1,279.00$ Laboratory & Analytical Studies, One Concrete Mixture Design Method; 28-Day Exposure, Mortar (After ASTM C1567)R-Value Soil (ASTM 2844, CTM 301) 472.00$ Rock And Concrete Aggregates - PetrographicR-Value Aggregate Base (ASTM D2844, CTM 301) 525.00$ Examination & Special USACE & CRD Tests RateSand Equivalent (ASTM D2419, CTM 217) 134.00$ Rock Type Description, Per Sample (Rock Core Or Rock 1,000.00$ Sieve #200 Wash Only (ASTM D1140, CTM 202) 97.00$ Chunk) Sieve With Hydrometer 3/4" Gravel To Clay (ASTM D422, 268.00$ Rock Type Description + XRD Including Clay Analysis, 1,500.00$ D7928, CTM 203)Per Sample Sieve With Hydrometer Sand To Clay (ASTM D422, 258.00$ Natural Aggregates - Petrographic Examination (Gravel And 2,750.00$ D7928, CTM 203)Natural Sand Consisting Of Single Rock Type ASTM C295) Sieve Analysis Including Wash (ASTM C136, CTM 202) 160.00$ Each, One Sample Sieve Analysis Without Wash (ASTM C136, CTM 202) 130.00$ Crushed Aggregates - Petrographic Examination (Crushed 2,750.00$ Sieve Analysis Split Sieve (ASTM C136, CTM 202) 260.00$ Rock And Manufactured Sand Consisting Of Single Rock Type Sieve Analysis Without Wash With Cobbles (ASTM C136, 255.00$ ASTM C295), Each, One Sample CTM 202)Coarse Aggregate Certification For Deleterious Materials Per 6,500.00$ Soundness Sodium Or Magnesium Sulfate, 5 Cycles 483.00$ Specifications Of USACE, Materials Coarser Than 0.75-Inch (ASTM C88)Each, One Sample, 200 lb. Specific Gravity And Absorption Coarse (ASTM C127, 109.00$ Coarse Aggregate Certification For Deleterious Materials Per 5,500.00$ CTM 206)Specifications Of USACE, 0.75-Inch And Finer Material, Each, Specific Gravity and Absorption Fine (ASTM C128, 177.00$ One Sample, 25 lb. CTM 207)Fine Aggregate Certification For Deleterious Materials Per 2,750.00$ Swell/Settlement Potential One Dimensional (ASTM D4546) 161.00$ Specifications Of USACE, Each, One Sample Triaxial QuotationAggregate, Scratch Hardness (CRD-C 130), Each, One Sample, 525.00$ Unconfined Compression (ASTM D2166, CTM 221) 204.00$ 25 lb. Unit Weight Per Cubic Foot (ASTM C29, CTM 212) 134.00$ Voids In Aggregate With Known Specific Gravity (ASTM C29, 134.00$ CTM 212)Soils And Aggregate Tests RateLightweight Particles Coarse, with Two Solutions (ASTM C123) 556.00$ Relative Mortar Strength of Concrete Sand (CTM 515) 1,300.00$ Abrasion: LA Rattler (ASTM C131) 214.00$ Lightweight Particles Fine, with One Solution (ASTM C123) 268.00$ Abrasion: LA Rattler (ASTM C535) 226.00$ Method of Test for Relative Mortar Strength of Portland1,456.00$ Atterberg Limits/Plasticity Index (ASTM D4318, CTM 204) 170.00$ Cement Concrete Sand (CT 515)California Bearing Ratio Excluding Maximum Density 622.00$ (ASTM D1883) SoilCalifornia Bearing Ratio Excluding Maximum Density 697.00$ Asphalt Concrete Tests Rate(ASTM D1883) Cement-Treated Soil HMA Mixing And Preparation 146.00$ Cement-Treated Soil/Base Mix Design: Includes Three Trial 3,750.00$ HMA Mixing And Preparation With Aggregate Treatment 204.00$ Cement Contents With Three Unconfined CompressiveStrength Specimens Per Cement Content Task Code
Task CodeTaskCode
3040170394800018025680258703558019680195801068011080100 TaskCodeCode80140802667030470301703038026880143801468027280260CodeTask 8011180149801518019470398 Task Code30508
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80232Task Code3032170305304038010580145
801442080770357703437039970397703407039170342
Asphalt Concrete Tests, Continued Rate Concrete Block, ASTM C140 RateBulk Specific Gravity Of Compacted Sample Or Core SSD 80.00$ Compression 106.00$ (ASTM D2726, CTM 308C) Absorption/Moisture Content/Oven Dry Density 106.00$ Bulk Specific Gravity Of Compacted Sample Or Core Paraffin 80.00$ Linear Shrinkage (ASTM C426) 307.00$ Coated (ASTM D1188 and CTM 308A) Web And Face Shell Measurements 61.00$ Emulsion Residue, Evaporation (ASTM D244) 182.00$ Tension Test 196.00$ Extraction % Bitumen (ASTM D6307, CTM 382) 182.00$ Core Compression 101.00$ Extraction % Bitumen And Gradation (ASTM D5444, D6307, 250.00$ Shear Test Of Masonry Cores 2 Faces 123.00$ CTM 202, 382) Efflorescence Tests 95.00$ Extraction % Bitumen, Correction Factor (ASTM D6307, 400.00$ CTM 382)Chemical Extraction % Bitumen And Sieve Analysis 426.00$ Masonry Prisms, ASTM C1314 Rate(ASTM D2172 Method A or B, ASTM D5444) Compression Test, Composite Masonry Prisms Up To 8" x 16" 229.00$ Lab Tested Maximum Density Hveem, 3 Briquettes 244.00$ Compression Test, Composite Masonry Prisms > 8" x 16" 307.00$ (ASTM D1561, D1188, CTM 304, 308) Prism Cord Modulus of Elasticity 724.00$ Hveem Stabilometer Test, Premixed, 3 Briquettes 244.00$ Prism Cord Modulus Of Elasticity With Transverse Strain 790.00$ (ASTM D1560, D1561, CTM 304, 366) (For Double-Wythe Specimen)Lab Tested Maximum Density Marshall, 3 Briquettes 244.00$ (ASTM D6926, D2726)Lab Tested Maximum Density Marshall 6'' Specimen, 244.00$ Mortar And Grout Rate3 Briquettes (ASTM D5581, D2726) Compression 2" x 4" Mortar Cylinders (ASTM C780) 68.00$ Lab Tested Maximum Density Superpave Gyratory Compacted 100.00$ Compression 3" x 3" x 6" Grout Prisms, Includes Trimming 51.00$ Briquette, SSD, 1 Briquette (ASTM D6925, D2726) (ASTM C1019)Lab Tested Maximum Density Superpave Gyratory Compacted 100.00$ Compression 2" Cubes (ASTM C109) 68.00$ Briquette, Paraffin, 1 Briquette (ASTM D1188, D6925) Compression Cores Includes Trimming (ASTM C42) 101.00$ Maximum Theoretical Specific Gravity [RICE] (ASTM D2041, 187.00$ CTM 309)Marshall Stability And Flow, Cored Sample, Each 94.00$ Masonry Specimen Preparation RateASTM D6927) Cutting Of Cubes Or Prisms 84.00$ Marshall Stability And Flow, Premixed, 3 Briquettes 265.00$ (ASTM D6926, D6927)Marshall Stability And Flow, Gyratory Compacted Specimen 265.00$ Fireproofing Tests RatePre-Mixed, 3 Briquettes (ASTM D5581, D6925) Oven Dry Density (ASTM E605) 101.00$ Marshall Stability And Flow 6'' Specimen, Premixed, 265.00$ 3 Briquettes (ASTM D5581)Moisture Content (CTM 370) 94.00$ Gunite And Shotcrete Tests RateWet Track Abrasion Test (ASTM D3910) 192.00$ Core Compression Including Trimming (ASTM C42) 118.00$ Hveem Mix Design (Excluding Aggregate Quality Tests) 6,240.00$ Compression Cubes (Includes Saw Cutting) 84.00$ Hveem Mix Design, With RAP (Excluding Aggregate Quality 6,760.00$ Tests, RAP Qualification)Concrete Roof Fill: Gypsum, Vermiculite, Perlite,Hveem Mix Design, With Lime (Excluding Aggregate Quality 10,400.00$ Lightweight Insulating Concrete, Etc. RateTests) Compression Test (ASTM C495 and C472) 84.00$ Hveem Mix Design Caltrans Untreated Mix (Including 7,280.00$ Air Dry Density (ASTM C472) 73.00$ Aggregate Quality Tests) Oven Dry Density (ASTM C495) 101.00$ Hveem Mix Design Caltrans Lime Treated Mix (Including 8,320.00$ Aggregate Quality Tests)Marshall Mix Design (Excluding Aggregate Quality Tests) 6,240.00$ Reinforcing Steel, ASTM A615, A706 RateMarshall Mix Design With RAP (Excluding Aggregate Quality 6,656.00$ Tensile Test #11 Or Smaller 84.00$ Tests) Bend Test #11 Or Smaller 78.00$ Marshall Mix Design With Lime (Excluding Aggregate Quality 7,280.00$ Bend Test #14 Or #18 445.00$ Tests) Tensile Test #14 334.00$ Open Grade Asphalt Concrete Mix Design (ASTM D7064, 3,640.00$ Tensile Test #18 435.00$ CTM 368)Superpave Mix Design (Excluding Aggregate Quality Tests) 12,480.00$ Superpave Mix Design, With RAP (Excluding Aggregate 13,000.00$ Reinforcing Steel - Welded Or Coupled Specimens RateQuality Tests) Tensile Test Welded/Coupled #11 And Smaller 95.00$ Superpave Mix Design With Rubber (Excluding Aggregate 13,000.00$ Tensile Test Welded/Coupled #14 323.00$ Quality Tests) Tensile Test Welded/Coupled #18 457.00$ Superpave Mix Design With Additives (Excluding Aggregate 13,208.00$ Weld Macroetch 106.00$ Quality Tests) Slippage Test - Caltrans (CTM 670) 245.00$ Effect Of Moisture On Asphalt Paving Mixtures, Pre-Mixed 1,248.00$ Tensile Test Welded Hoops #11 And Smaller 189.00$ (ASTM D4867, AASHTO T283)Hamburg Wheel Track Test, 20,000 Passes, 4 Briquettes 1,352.00$ (AASHTO T324)Metal and Steel TestingRateRaveling Test Of Cold Mixed Emulsified Asphalt (ASTM D7196) 234.00$ Tensile Strength Up To 100K Pounds (Each) 95.00$ Marshall Stability, Wet Set, 3 Replicates (AASHTO T245) 406.00$ Tensile Strength Up To 200K Pounds (Each) 106.00$ Marshall Stability, Dry Set, 3 Replicates (AASHTO T245) 343.00$ Tensile Strength Up To 300K Pounds (Each) 134.00$ Cold Recycled Asphalt Mix Design 2 Gradings Each, 12,064.00$ Tensile Strength Up To 400K Pounds (Each) 196.00$ 3 Emulsion Content (Caltrans LP-8) Tensile Strength 400K To 600K Pounds (Each) 445.00$ Tensile Strength Stress-Strain Percent Offset 279.00$ Weld Macroetch 106.00$ Mortar And Stucco - Petrographic Examination RateWeld Fracture 56.00$ Stucco, One-Coat (ASTM C856), Includes Thin Section), 2,250.00$ Bend Test 89.00$ Per Sample Flattening Test 89.00$ Stucco, Two-Coat (ASTM C856), Includes Thin Section), 2,500.00$ Hardness Test (ASTM E18) 95.00$ Per Sample Bolt Axial Tensile Test (Up To 7/8" Diameter) 78.00$ Stucco, Three-Coat (ASTM C856), Includes Thin Section), 3,000.00$ Bolt Wedge Tensile Test (Up To 7/8" Diameter) 95.00$ Per Sample Bolt Axial Tensile Test (Greater Than 7/8" Up To 1" diameter) 95.00$ Mortar (ASTM C1324, Petrographic Examination And Chemical 3,250.00$ Bolt Wedge Tensile Test (Greater Than 7/8" Up To 1" Diameter) 123.00$ Analysis), Per Sample Bolt Axial Tensile Test (Greater Than 1" Diameter) 146.00$ Bolt Wedge Tensile Test (Greater Than 1" Diameter) 156.00$ Bolt Proof Load Test (Up To 7/8") 106.00$ Brick Masonry Tests, ASTM C67 RateBolt Proof Load Test (Greater Than 7/8" Up To 1" Diameter) 129.00$ Modulus Of Rupture Flexural 123.00$ Bolt Proof Load Test (Greater Than 1") 151.00$ Compression Strength 84.00$ Nut Proof Load Test (Up To 7/8") 84.00$ Absorption 5 Hour or 24 Hour 89.00$ Nut Proof Load Test (Greater Than 7/8" Up To 1" Diameter) 106.00$ Absorption (Boil) 1, 2 Or 5 Hours 123.00$ Nut Proof Load Test (Greater Than 1") 118.00$ Initial Rate Of Absorption 78.00$ Efflorescence 95.00$ Cores Compression 101.00$ Shear Test On Brick Cores 2 Faces 123.00$ 20379
75033
20631
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Task20347Code20357Task Code2035120353203552034175052751132036575042Task75107 Chemical Testing Of Metal And Steel Rate Polymer Matrix Composite Materials (Fiberwrap)RateSteel Chemical Analysis Quotation Tensile Strength – Set of 5 Specimens/Batch/Direction 1,558.00$ Weight Of Galvanized Coating (ASTM A90) 101.00$ (ASTM D3039)Epoxy Coating Thickness 111.00$ Tensile Strength – Additional Specimens (ASTM D3039) 301.00$ Coating Thickness 106.00$ (ASTM D3039)Heating Chamber Time – Per 24 Hr. Period 111.00$ Machining And Preparation Of Tensile And BendSample: Carbon Steel RateMachinist Initial Preparation From Mock-Up, Etc. (Per Hour) 162.00$ Calibration Services And Universal Machine Usage RateSawcut To Overall Width (Per 0.5" Thickness Or Fraction 73.00$ Calibration/Verification Services QuotationThereof) Universal Test Machine Usage (Per Hour) 529.00$ Machine To Test Configuration Milled Specimens 106.00$ Machine To Test Configuration Turned Specimens (Per 0.5" 189.00$ Specialty TestingThickness Or Fraction Thereof) - Cylic And Fatigue Testing Programs On Special Products/PartsPrepare Subsize Specimens (Per 0.5" Thickness Or Fraction 129.00$ - Engineering And Technical Supports/Design Of Prototypes And Special Test Set-UpThereof) - Fastener/Coupling Full Testing Program Per New Regulations: Tension, Tension/Bend, Shear, Double Shear, 8 Compressions- Fiberglass/Composite Materials Field Testing Program (ASTM D1143 D1242, Charpy Impact RateD2584, D4065, D4476, D4923, D7901, D7921, and D732)Charpy Impact Ambient Temperature 118.00$ - Field Testing Of Structures And Structural ElementsCharpy Impact Reduced Temperature 156.00$ - In-Place Shear Testing- Materials And/Or Product Evaluation Per Specifications- Structural Dynamic Testing And Durability AnalysisMachining Of Charpy Samples: Carbon Steel RateCutting And Milling (Per 0.5" Or Fraction Thereof) 106.00$ Final Machining To Sample Configuration 129.00$ Prestressing Wires And Tendons, (ASTM A416)RateStress-Strain Analysis Wire Or Strands (Including Chart And 284.00$ Percent Offset)Tensile Test Only 212.00$ Tendons Quotation207012062120623Task20703Task2080120707Task CodeCode2078020783Code20751Task 20708CodeTask 801768017320705801772075720759Code20755TaskCodeTask20753Code80170 2070620803

EXHIBIT D
Consultant shall procure and maintain for the duration of the agreement, and for 5 years thereafter, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by Consultant, its agents, representatives, employees, and sub-contractors. MINIMUM SCOPE AND LIMIT OF INSURANCE Coverage shall be at least as broad as: Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations, property damage, bodily injury and personal & advertising injury with limits no less than $3,000,000 per occurrence and $6,000,000 aggregate. Automobile Liability (AL): Insurance Services Office Form CA 00 01 covering Code 1 (any auto), with combined single limit no less than $1,000,000. Workers’ Compensation (WC): as required by the State of California, with statutory limits, and Employer’s Liability Insurance with limit of no less than $1,000,000 per accident, per employee, per policy for bodily injury or disease. Consultant attests that its workers’ compensation coverage extends to all persons who will be working wit the City under the agreed scope of services. Professional liability (Errors & Omissions (PL): with limits no less than $1,000,000 per occurrence or claim, and $2,000,000 aggregate. These requirements shall not in any way act to reduce coverage that is broader or includes higher limits than the minimums shown above. If Consultant maintains broader coverage and/or higher limits than the minimums shown above, City shall be entitled to the broader coverage and/or the higher limits maintained by Consultant. Insurance provided under this contract shall not contain any restrictions or limitations which are inconsistent with City’s rights under this contract. Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions: 1. City of Santa Ana, its City Council, officers, officials, employees, agents, and volunteers are to be covered as additional insureds on Consultant’s CGL and AL policies with respect to liability arising out of work operations performed by or on behalf of the Consultant including materials, parts, equipment, and personnel furnished in connection with such work or operations and automobiles owned, leased, hired, or borrowed by or on behalf of Consultant. Additional insured status can be provided in the form of an endorsement to Consultant’s insurance. 2. For any claims related to this contract, Consultant’s insurance coverage shall be primary insurance coverage as respects City of Santa Ana, its City Council, officers, officials, employees, agents, or volunteers. Any insurance or self-insurance maintained by City, its City Council, officers, officials, employees, agents, or volunteers shall not contribute with it. 3. A severability of interest provision must apply for all the additional insureds, ensuring that Consultant’s insurance shall apply separately to each insured against whom a claim is made or suit is brought, except with respect to the insurer’s limits of liability. 4. Consultant hereby grants City a waiver of subrogation which any insurer of said Consultant may acquire against City, its City Council, officers, officials, employees, agents, and volunteers by virtue of the payment of any loss under Consultant’s CGL, AL, WC, and PL policies. Consultant agrees to obtain any endorsement(s) that may be necessary to affect this waiver of subrogation, but this provision applies regardless of whether City has received a waiver of subrogation endorsement from any insurer(s).. 5. Each insurance policy required herein shall provide that coverage shall not be canceled, suspended, voided, reduced in coverage or in limits, non-renewed by the carrier, or materially changed except after thirty (30) days prior written notice has been given to City and ten (10) days prior written notice shall be provided to City for policy cancellation or non-renewal due to non-payment. 6. Certificate Holder on each Evidence of Insurance certificate shall be: City of Santa Ana, Attention: Ricardo Perez, 20 Civic Center Plaza, M-36, Santa Ana, CA 92701. The name and location of the event should be included in the Description of Operations section of each certificate. Claims Made Policies If any of the required policies provide coverage on a claims-made basis: 1. The retroactive date must be shown and must be before the date of the contract or the beginning of work. 2. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of work. 3. If coverage is canceled or non-renewed, and not replaced with another claims-made policy form with a retroactive date prior to the contract effective date, Consultant must purchase “extended reporting” coverage for a minimum of five (5) years after completion of work. 4. A copy of the claims reporting requirements must be submitted to City. Acceptability of Insurers Insurance is to be placed with insurers authorized to conduct business in the state of California with a current A.M. Best rating of no less than A:VII, unless otherwise acceptable to City. Self-Insured Retentions Self-insured retentions must be declared to and approved by the City. City may require Consultant to purchase coverage with a lower retention or provide proof of ability to pay losses and related investigations, claim administration, and defense expenses within the retention. Waiver of Subrogation Consultant hereby agrees to waive rights of subrogation which any insurer of Consultant may acquire from Consultant by virtue of the payment of any loss. Consultant agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation. The Workers’ Compensation policy shall be endorsed with a waiver of subrogation in favor of City for all work performed by Consultant, its employees, agents, and sub-contractors. Verification of Coverage Consultant shall furnish City with original Certificates of Insurance including all required amendatory endorsements (or copies of the applicable policy language effecting coverage required by this clause) and a copy of the Declarations and Endorsement Page of the CGL policy listing all policy endorsements to Entity before work begins. However, failure to obtain the required documents prior to the work beginning shall not waive Consultant’s obligation to provide them. City reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time. Subcontractors Consultant shall require and verify that all sub-contractors maintain insurance meeting all the requirements stated herein, and Consultant shall ensure that City is an additional insured on insurance required from sub-contractors. For CGL coverage, sub-contractors shall provide coverage with a form at least as broad as CG 20 38 04 13. Failure to Maintain Insurance Coverage If Consultant for any reason fails to maintain insurance coverage which is required pursuant to this contract, the same shall be deemed a material breach of contract. City may, at its sole option, terminate this contract at any time and obtain damages from Consultant resulting from said breach. Special Risks or Circumstances City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances.