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 this 21st day of July, 2026 by and between the AESCO, 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 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 contracting 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. COMPENSATION
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 on an on-call basis under RFP No. 26-059A. The total compensation for these services provided by all such consultants selected under RFP 26-059A shall not exceed the shared aggregate amount of $4,000,000 during the term of the Agreement, including any extension periods.
b) Payment by City shall be made within forty-five (45) days following receipt of propoer invoice evidencing work performed, subject to City accounting procedures. Payment need not to be made Exhibit 5
for work which fails to meet the standards of performance set forth in the Recitals and Scope of Work, which may reasonably be expected by City.3. TERMThis Agreement shall commence on the date first written above and terminate on the 20th day of July, 2027, unless terminated earlier in accordance with Section 17, below. The term of this Agreement may be extended for four (4), 1-year periods upon a writing executed by the City Manager and City Attorney. 4. PREVAILING WAGES Consultant is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 16000, et seq., (“Prevailing Wage Laws”), which require the payment of prevailing wage rates and the performance of other requirements on “public works” and “maintenance” projects. If the services being performed are part of an applicable “public works” or maintenance” project, as defined by the Prevailing Wage Laws, and the total compensation is $1,000 or more, Consultant agrees to fully comply with such Prevailing Wage Laws. Consultant shall defend, indemnify and hold the City, its elected officials, officers, employees and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. 5. 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 Consultant performs 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. 6. OWNERSHIP OF MATERIALSThis Agreement creates a non-exclusive and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights, designs, and other intellectual property embodied in plans, specifications, studies, drawings, estimates, and other documents or works of authorship fixed in any tangible medium of expression, including but not limited to, physical drawings or data magnetically or otherwise recorded on computer diskettes, which are prepared or caused to be prepared by Consultant under this Agreement (“Documents & Data”). Consultant shall require all subcontractors to agree in writing that City is granted a non-exclusive and perpetual license for any Documents & Data the subcontractor prepares under this Agreement. Consultant represents and warrants that Consultant has the legal right to license any and all Documents & 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.

7. INSURANCE Insurance requirements are attached hereto as Exhibit D. 8. INDEMNIFICATIONConsultant agrees to defend, and shall indemnify and hold harmless City, its officers, agents, employees, consultants, 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 or its subconsultants, agents, employees, or other persons acting on their 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 Consultant further 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 of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Consultant. 9. INTELLECTUAL PROPERTY INDEMNIFICATION Consultant shall defend, indemnify and hold harmless the City, its officers, agents, representatives, and employees against any and all liability, including costs, and attorney’s fees, for infringement of any United States’ letters patent, trademark, or copyright contained in the work product or documents provided by Consultant to the City pursuant to this Agreement. 10. RECORDS Consultant shall keep records and invoices in connection with the work to be performed under this Agreement. Consultant shall maintain complete and accurate records with respect to the costs incurred under this Agreement and any services, expenditures, and disbursements charged to the City for a minimum period of three (3) years, or for any longer period required by law, from the date of final payment to Consultant under this Agreement. All such records and invoices shall be clearly identifiable. Consultant shall allow a representative of the City to examine, audit, and make transcripts or copies of such records and any other documents created pursuant to this Agreement during regular business hours. Consultant shall allow inspection of all work, data, documents, proceedings, and activities related to this Agreement for a period of three (3) years from the date of final payment to Consultant under this Agreement.

11. 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 Consultant without 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.12. CONFLICT OF INTEREST CLAUSE a. 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. b. 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. c. 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 d. 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. e. 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. 13. 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: Clerk of the City Council City of Santa Ana 20 Civic Center Plaza (M-30)P.O. Box 1988 Santa Ana, CA 92702-1988 Fax: (714) 647-6956 Executive Director, Public Works AgencyCity of Santa Ana 20 Civic Center Plaza (M-21)P.O. Box 1988 Santa Ana, CA 92702 Fax: (714) 647-5635 To CONSULTANT:Adam Charmaa, PE, GEPrincipal-in-Charge AESCO, Inc. 17782 Georgetown Lane Huntington Beach, CA 92647 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.14. EXCLUSIVITY AND AMENDMENT This Agreement represents the complete and exclusive statement between the City and Consultant regarding the subject matter herein, 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 are not embodied herein.15. 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. 16. WAIVER No waiver of breach, failure of any condition, or any right or remedy contained in or granted 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.17. 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 Consultant compensation 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 to deliver to the City all work product 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.

18. NON-DISCRIMINATION Consultant shall not discriminate because of race, color, creed, relation, sex, marital status, sexual orientation, age, national origin, ancestry, or disability, as defined and prohibited by applicable law, in the recruitment, selection, training, utilization, promotion, termination or other employment related activities or in connection with any activities 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. 19. JURISDICTION-VENUEThis 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.20. 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. 21. 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. [signatures on following page] IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the day and year first above written. ATTEST: CITY OF SANTA ANAJENNIFER L. HALL ALVARO NUÑEZCity Clerk City ManagerAPPROVED AS TO FORM: SONIA R. CARVALHOCONSULTANT:City AttorneyBy: KYLE NELLESEN BY: Assistant City Attorney TITLE:RECOMMENDED FOR APPROVAL:RODOLFO ROSAS, P.E.Acting Executive DirectorPublic Works Agency Nadra Matar Vice President

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

Orange County17782 Georgetown LaneMay 21, 2026Christopher Plutte, Senior Civil EngineerCity of Santa Ana – Public Works Agency20 Civic Center Plaza, M-22Santa Ana, CA 92701RE: Proposal for RFP No. 26-059A – On-Call Materials Testing and Special Inspection ServicesDear Mr. Plutte, The City of Santa Ana’s active capital improvement program requires more than standard testing and inspection services—it requires a responsive partner with deep public works experience, strong field leadership, and the ability to consistently deliver accurate, defensible, and timely results across multiple concurrent projects. AESCO, Inc. brings exactly this experience to the City’s On-Call Materials Testing and Special Inspection Services program.For more than 15 years, AESCO has served the City of Santa Ana as a trusted prime consultant, providing geotechnical engineering, materials testing, special inspections, hazardous materials support, and construction quality assurance services for roadway, utility, bridge, stormwater, park, and public facility improvement projects throughout the City. This longstanding partnership has provided our team with extensive familiarity with Santa Ana’s construction standards, inspection procedures, reporting requirements, and project delivery expectations—allowing us to integrate seamlessly with City staff and respond efficiently without disruption or learning curve. WHY AESCO STANDS APARTAESCO is not simply a testing laboratory or inspection provider—we operate as a fully integrated quality assurance and construction support partner. Our differentiators include:• and coordination procedures developed through continuous City support since 2011• with ICC-certified inspectors, AWS-certified welding inspectors, engineers, laboratory personnel, and field staff capable of supporting multiple concurrent task orders and urgent project needs• Integrated Engineering, Testing, and Inspection Services that streamline coordination and project delivery• supporting wage monitoring, certified payroll review, grant documentation, and CWA coordination•with experienced personnel capable of proactive field coordination and real-time issue resolutionAESCO’s approach is built on long-term partnerships with public agencies throughout Southern California, including including Huntington Beach, Santa Ana, Anaheim, West Hollywood, and Buena Park. These relationships reflect AESCO’s consistent responsiveness, technical accuracy, and dependable project support.The City of Santa Ana has trusted AESCO for more than 15 years because we consistently provide experienced personnel, responsive service, and reliable project support. We value that partnership and remain committed to helping the City successfully deliver its growing capital improvement program.Thank you for your consideration and the opportunity to continue serving the City of Santa Ana.Sincerely,AESCO, Inc.Adam Chamaa, PE, GE Kay AlabedGeotechnical Program Director President

AESCO
RFP No. 26-059A – On-Call Materials Testing and Special Inspection Services B. Services Provided I Page 1
B: SERVICES PROVIDEDAESCO, Inc. will provide comprehensive on-call materials testing, special inspection, geotechnical engineering, and construction quality assurance services in support of the City of Santa Ana’s Capital Improvement Program projects. Our team understands the City requires responsive, technically sound, and well-coordinated support services capable of supporting multiple concurrent public works projects, including roadway rehabilitation, underground utilities, stormwater infrastructure, bridges, parks, public facilities, and federally funded improvements. Core ServicesServices provided by AESCO include:• • • related building components• • • • Support for federally funded and Caltrans-funded projects, including prevailing wage compliance monitoring, • where required• What Sets AESCO ApartAESCO’s integrated approach combines experienced field personnel, responsive project management, in-house laboratory capabilities, and senior-level engineering oversight to provide the City with efficient, accurate, and dependable quality assurance services throughout construction. Our Southern California-based team is structured to provide rapid mobilization, flexible scheduling, continuity of personnel, and consistent support for both planned and urgent assignments.Unlike firms that operate solely as testing laboratories, AESCO provides integrated engineering, inspection, testing, hazardous materials support, and construction quality assurance services under one coordinated team—streamlining communication, improving responsiveness, and reducing delays during active construction. Proven City of Santa Ana ExperienceFor more than 15 years, AESCO has successfully supported the City of Santa Ana on roadway rehabilitation, utility, bridge, stormwater, park, and public facility improvement projects, including the First Street Bridge Replacement Project, MacArthur Boulevard Rehabilitation, Residential Street Repair Programs, S. Main Corridor Improvements, and numerous additional City infrastructure improvements.Through this longstanding partnership, AESCO has consistently provided rapid field response, dependable staffing support, timely reporting, and coordinated quality assurance services across multiple concurrent City projects. This direct experience provides our team with extensive familiarity with the City’s standards, procedures, documentation expectations, and project delivery requirements—allowing AESCO to integrate seamlessly into ongoing assignments and provide responsive support with minimal onboarding or disruption.

AESCO
RFP No. 26-059A – On-Call Materials Testing and Special Inspection Services C. Firm and Team Experience I Page 2
Founded in 1993, AESCO is a Southern for public works and infrastructure projects throughout California. Services include support in accordance with Caltrans, CBC, Green Book, ASTM, and AASHTO standards. municipal on-call programs throughout Southern California, including long-standing Beach, Santa Ana, Anaheim, and West Hollywood. Our team supports roadway, facility improvement projects requiring AESCO is structured to support projects of varying scale and complexity with senior-level Core ServicesGeotechnical engineering and geologic services Hazardous materials assessment, asbestos/lead funded project support On-call program support, including rapid FIRM OVERVIEW AESCO, Inc. is a Southern California-based geotechnical engineering, municipal infrastructure projects throughout California. AESCO provides projects. and technical professionals who have been trained in AESCO’s QA/QC OFFICE LOCATIONS Nearest Office Serving the City of Santa Ana: Corporate Headquarters: SUPERVISING PROJECT MANAGER / PRINCIPAL AGENT The primary point of contact and supervising Project Manager for this agreement will be: Omar Chamaa, PE | Project Manager AESCO, Inc. Email: [email protected] yearsworking in Southern California32C: FIRM AND TEAM EXPERIENCE AESCO
RFP No. 26-059A – On-Call Materials Testing and Special Inspection Services C. Firm and Team Experience I Page 3
AESCO maintains single-point accountability through the Project Manager, ensuring clear communication, consistent decision-making, and full responsibility for staffing, deliverables, schedule coordination, quality control, and subconsultant management. The Project Manager will serve as the City’s primary contact and will lead presentations or interviews, if requested by the City.STAFFING CAPACITY AND AVAILABILITY AESCO is structured to support multiple concurrent task orders with varying scopes, schedules, and levels of urgency. Our team can rapidly mobilize field and laboratory personnel, scale resources based on task order size and complexity, and maintain continuity across assignments without compromising quality or responsiveness. AESCO’s long-standing on-call relationships with Southern California public agencies demonstrate our ability to respond quickly, manage fluctuating workloads, and deliver consistent results across multiple projects simultaneously.SUBCONSULTANT INTEGRATION AESCO intends to self-perform the majority of materials testing, special inspection, geotechnical engineering, hazardous materials assessment, asbestos/lead sampling, and abatement inspection services with in-house staff, ensuring direct control over quality, communication, responsiveness, and schedule. If specialized services are required, such as specialty laboratory analysis or niche technical support, AESCO will engage qualified, pre-vetted subconsultants on an as-needed basis. All subconsultants will be managed directly by AESCO and held to the same performance standards, documentation protocols, responsiveness, and quality expectations as AESCO staff, maintaining single-point accountability to the City throughout project delivery.KEY PERSONNEL COMMITMENT AESCO understands the importance of continuity for on-call assignments. Key personnel identified for this agreement will remain committed to supporting the City throughout the contract term to maintain project knowledge, streamline coordination, and provide consistent service to City staff. If a substitution becomes necessary due to circumstances beyond AESCO’s control or at the City’s direction, AESCO will propose a replacement with equal or greater qualifications and experience and will obtain prior written approval from the City.KEY PERSONNEL OVERVIEW AESCO’s proposed team includes experienced professionals with extensive backgrounds in materials testing, special inspection, geotechnical engineering, hazardous materials support, construction quality assurance, and public agency project delivery. The team is structured to provide clear lines of responsibility, senior-level oversight, rapid mobilization, and consistent communication across all task orders. Key roles include:• Principal-in-Charge — Provides executive oversight, ensures contract compliance, and serves as an escalation point for City leadership.• Serves as the City’s primary point of contact and is responsible for task order execution, staffing, schedule, budget, communication, and quality assurance.• Senior Geotechnical Engineer(s) — Provide technical oversight for geotechnical evaluations, recommendations, field issues, and engineering review.• Materials Testing & Special Inspection Manager — Coordinates field and laboratory testing services, assigns inspectors and technicians, and confirms compliance with project specifications, ASTM standards, CBC requirements, Green Book requirements, and Caltrans standards.• Oversees laboratory testing procedures, equipment calibration, quality control, and timely delivery of test results.• Perform field density testing, concrete sampling, asphalt testing, reinforcement inspection, masonry inspection, structural observation, and related materials testing services.• Supports scheduling, document control, reporting, invoicing, and coordination across multiple concurrent task orders.

AESCO
RFP No. 26-059A – On-Call Materials Testing and Special Inspection Services C. Firm and Team Experience I Page 4
TEAM MEMBER QUALIFICATIONS AND EXPERIENCE and experience. This overview serves as a quick reference for each individual’s role, years of experience, and areas of OMAR CHAMAA, PENADRA MATARADAM CHAMAA, PE, GE20 Years Experience20 Years in Geotechnical, Material Testing & Inspection5,000+ Testing and Inspection projects20 Years Experience10 Years in Material Testing and Inspection$2B+ Completed Projects projectsprojects35 Years Experience35 Years in Program/Construction Management10,000+ Geotechnical ProjectsOver 20 years of diverse Specialized Experience: Specializes in services. Communicates transparency throughout project development process.Project Management: Led as Project Manager Project Diversity: Extensive experience providing services on Caltrans, Metro, on-call projects, and OCTA projects.Team Building: Assembled a cohesive team where each member’s unique talents approach.Broad Project Roles: Managed pivotal roles in Southern California on-call projects, spanning Key Project Oversight: Led QA/QC for Perris Valley Line, SR-91 Freeway Widening and Santa Ana. Where valuable, Adam will cost and shorten schedule or enhance the life cycle.

AESCO
RFP No. 26-059A – On-Call Materials Testing and Special Inspection Services C. Firm and Team Experience I Page 5
GIOVANNIMIKHAILDAVIDRYAN, PEJUDDCHAMAA17 YearsExperience15Construction ManagementProjects80 Testing & Inspection Projects40 YearsExperience30 Years in QualityControl20+Vertical ConstructionProjects10 YearsExperience10 ConstructionProjects$3BConstructionProjectsOver 15 years specializing in concrete, steel, and infrastructure projects.Registered civil Specialized Experience: Project coordinator Project Diversity: Extensive experience in projects.Project Management: Senior Engineer overseeing diverse projects, including water mains, and pumping plants.Project Diversity: Extensive experience Southern California.Key Project Oversight:Widening of 91 Freeway, Sand Canyon Grade Quality Control: Managed laboratory quality control for major infrastructure projects, ensuring compliance.Key Project Oversight:facility projects.

AESCO’S PROJECT ORGANIZATION AESCO has assembled a dedicated team of experienced project managers, licensed engineers, certified inspectors, laboratory personnel, and field technicians specifically structured to support the City of Santa Ana’s on-call materials testing, special inspection, geotechnical engineering, and construction quality assurance needs. Our organizational structure emphasizes clear communication, rapid response, senior-level oversight, and scalable staffing to efficiently support multiple concurrent task orders while maintaining consistent quality, coordination, and accountability throughout project delivery.The following organizational chart illustrates AESCO’s integrated project management structure, key personnel assignments, technical support resources, and quality assurance oversight approach for this agreement.

AESCO
RFP No. 26-059A – On-Call Materials Testing and Special Inspection Services C. Firm and Team Experience I Page 6

AESCO
RFP No. 26-059A – On-Call Materials Testing and Special Inspection Services C. Firm and Team Experience I Page 7
PROJECT MANAGEMENT & ACCOUNTABILITY AESCO maintains single-point accountability through consistent decision-making, and full responsibility for assurance, and subconsultant management. The on task order size, complexity, and urgency without STAFFING CAPACITY & AVAILABILITYorders with varying scopes, schedules, and levels of urgency. Our Southern California-based team can rapidly Southern California, AESCO has demonstrated the ability and consistently deliver reliable project support across QUALITY ASSURANCE / QUALITY CONTROLAESCO implements a structured QA/QC process for all deliverables. Project managers and senior technical personnel conduct independent reviews of reports, compliance with project requirements, City standards, Caltrans requirements, and applicable codes. This process RAPID RESPONSE & COMMUNICATIONAESCO understands that successful on-call programs City’s primary point of contact and provides ongoing delivery and minimize delays.

TEAM CONTINUITY & STAFFING DEPTHAESCO’s proposed team has worked together for more task orders.inspectors and technicians available to support on-call resources, respond to urgent requests, and maintain TECHNICAL STAFF & INSPECTION PERSONNELinspectors, and hazardous materials professionals with and public works projects throughout Southern California.and earthwork, reinforced concrete, asphalt concrete, by senior management oversight to maintain quality, consistency, and responsiveness.BACK-UP PERSONNEL & CONTINUITY OF SERVICEAESCO understands the importance of uninterrupted service delivery under an on-call contract. In the event key personnel become unavailable due to unforeseen service requirements.

AESCO
RFP No. 26-059A – On-Call Materials Testing and Special Inspection Services D. Proposed Work Plan I Page 8
D: PROPOSED WORK PLAN UNDERSTANDING OF THE SCOPE OF SERVICESAESCO understands the City of Santa Ana requires responsive, technically sound, and well-coordinated on-call materials projects throughout the City. These projects include roadway and federally funded infrastructure projects that require rapid and project stakeholders. AESCO also understands that successful delivery of these services depends on more than technical capability alone. The City requires while maintaining compliance with City standards, Caltrans requirements, Greenbook standards, CBC requirements, project the learning curve typically associated with new consultant onboarding.SCOPE ALIGNMENT WITH CITY REQUIREMENTSquality assurance needs. Our integrated in-house team structure, long-standing municipal on-call experience, and ability to rapidly concurrent public works projects. The following table summarizes

AESCO
RFP No. 26-059A – On-Call Materials Testing and Special Inspection Services D. Proposed Work Plan I Page 9
This alignment allows AESCO to provide the City with a coordinated, responsive, and technically sound team AESCO
RFP No. 26-059A – On-Call Materials Testing and Special Inspection Services D. Proposed Work Plan I Page 10
AESCO’S APPROACH TO PERFORMING SERVICEStechnical accuracy, and single-point accountability. The Project Manager will serve as the City’s primary point of contact and will oversee all task Upon receipt of a task order request, AESCO will immediately coordinate geotechnical personnel, hazardous materials specialists, and QA/QC Our team is structured to rapidly mobilize for both scheduled and AESCO’s long-standing municipal on-call experience has demonstrated the Success Story: City of Santa Ana – Residential Street Repair Programs (Phases 15–17)AESCO provided on-call materials testing, special inspection, geotechnical engineering, and construction QA/QC services for multiple Residential Street Repair Program phases throughout the City of Santa Ana. The projects included roadway rehabilitation, pavement reconstruction, utility trench restoration, grading, asphalt paving, and compaction testing across multiple active construction zones citywide. AESCO provided rapid-response materials testing, subgrade inspection, asphalt testing, reinforced concrete inspection, QA/QC documentation, and construction coordination services to support aggressive construction schedules and minimize disruption to surrounding neighborhoods. Through this long-standing on-call partnership, AESCO consistently supported successful delivery of the City’s roadway rehabilitation program by helping maintain construction quality, schedule coordination, and compliance with City standards and project concurrent public works assignments.

AESCO
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AESCO
RFP No. 26-059A – On-Call Materials Testing and Special Inspection Services D. Proposed Work Plan I Page 12
PROVEN ON-CALL PERFORMANCE FOR THE CITY OF SANTA ANAAESCO has successfully supported the City of Santa Ana’s Capital Improvement Program for more than 15 years, • Provided materials testing, structural inspection, compaction testing, and construction quality assurance services for bridge and roadway improvements under active traffic and complex public infrastructure conditions.• Supported multiple roadway rehabilitation and paving operations throughout the City, including subgrade evaluation, asphalt testing, utility trench backfill testing, and rapid-response field inspection services to maintain aggressive construction schedules and minimize disruption to surrounding neighborhoods.• Provided testing, inspection, and construction support services for critical utility infrastructure projects involving deep excavations, groundwater conditions, reinforced concrete systems, trenching operations, and utility coordination.• Oversees laboratory testing procedures, equipment calibration, quality control, and timely delivery of test results.• Supported large-scale roadway and utility improvement projects requiring coordination across multiple trades, traffic control operations, phased construction sequencing, utility conflicts, and ongoing QA/QC oversight during active construction. POTENTIAL CHALLENGES & AESCO’S SOLUTIONS AESCO
RFP No. 26-059A – On-Call Materials Testing and Special Inspection Services D. Proposed Work Plan I Page 13
This proactive approach allows AESCO to minimize project risk, maintain schedule continuity, support informed decision-making, and help the City successfully deliver complex infrastructure projects efficiently and safely. DELIVERABLES & IMPLEMENTATION PLANDeliverables may include:• • • • • • • • • emergency assignments without delay.

EXHIBIT C
Item $/Unit UnitPrincipal Professional Engineer 240.00$ HourSenior Geotechnical Engineer 225.00$ HourProject Engineer / Manager 195.00$ HourGeologist 205.00$ HourQuality Control Manager 195.00$ HourSenior Staff Engineer 185.00$ HourHealth and Safety Officer 225.00$ HourLA City Deputy Methane Specialist 165.00$ HourLaboratory Manager 155.00$ HourLaboratory Technician 125.00$ HourCADD Operator/Draftsperson 105.00$ HourData Processing, Technical Editing or Reproduction 105.00$ HourExpert Witness Testimony 510.00$ HourCertified Payroll, per hr. 185.00$ HourSenior Staff Environmental Engineer 185.00$ HourSenior Environmental Engineer 225.00$ HourItem $/Unit UnitSpecial Inspector (Reinforced Concrete, and Masonry) 130.00$ HourSpecial Inspector (Structural Steel, DrilledInAnchors 130.00$ HourSpecial Inspector for Welding 130.00$ HourDSA Class I Inspector 150.00$ HourDSA Class II Inspector 140.00$ HourSpecial Inspector for Fireproofing 130.00$ HourSpecial Inspector Load Tests or Torque/Bolt) 130.00$ HourSpecial Inspector Rebar Sample 130.00$ HourSpecial Inspector Pachometer 130.00$ HourSenior Asphalt Placement Technician 130.00$ HourAsphalt Placement Technician 130.00$ HourAsphalt/Concrete Plant Technician 130.00$ HourACI/Caltrans Technician 130.00$ HourSenior Soils Technician 130.00$ HourSenior Grading Inspector 135.00$ HourStaff Grading Inspector 130.00$ HourSoils Technician 130.00$ HourPile Driving Inspector 145.00$ HourAWS Certified Welding Inspector 130.00$ HourNACE Coating Inspector 160.00$ HourField Coring Technician 130.00$ HourNondestructive Examination Technician, UT, MT, LP 135.00$ HourStructural Steel Fabrication Inspector (AWS) 135.00$ Hour AESCO Annually Fixed Rate Fee ScheduleCity of Santa AnaRequest For Proposal (RFP) No. 26059AFor OnCall Materials Testing and Special Inspections ServicesProfessional StaffingField Technician Senior Environmental Technician 145.00$ HourEnvironmental Technician 145.00$ HourBuilding Inspector 150.00$ HourItem $/Unit UnitStructural Steel Inspector (ICC/CBO) 130.00$ HourStructural Steel Inspector (AWS) 130.00$ HourBatch Plant Quality Control Technician/Inspector 130.00$ HourReinforced Concrete, Prestressed Inspector 130.00$ HourField Inspector/Technician HoursNo Work Performed (Work Cancelled) will be charged at 2 hour minimumAll field services charge at 4 hour minimum and 8 hour thereafterRegular Work HoursFirst 8 hours, Monday through Friday, between 5:00 a.m. to 5:00 p.m.Direct Project expenses outside services will be charged at Cost + 15%.Time and OneHalfAny increment past first 8 hours through 12 hours, Monday through FridayFirst 12 hours on SaturdayShift between 3:00 a.m. and 5:00 a.m.Double TimeAny hours past 12 hours Monday through Saturday, all day Sunday and Federal HolidaysItem $/Unit UnitSoil Boring with Hollow Stem Auger Drilling Portal to Portal580.00$ HourMobilization and Demobilization for Hollow Stem Auger 475.00$ HourBackfill Boreholes with Bentonite 25.00$ FootBackfill Boreholes with Grout 40.00$ FootDrumming and Disposal of Clean Cuttings 430.00$ DrumFire Water Buffalo 605.00$ DaySupport Truck 165.00$ DayWater Truck 495.00$ DayMobilization and Demobilization for Rock coring 1,270.00$ EachRock Coring 500.00$ HourDecontamination of Vehicle and Equipment (Up to 100 miles) 330.00$ EachField Resistivity, up to 3 arrays, maximum distance of 40 ft. 1,985.00$ EachEnvironmental Soil Boring with Hollow Stem Auger Portal to Portal 470.00$ HourEnvironmental Soil Boring with Direct Push Portal to Portal 420.00$ HourEnvironmental Groundwater Sampling with Grundfos, Portal to Portal 305.00$ HourEnvironmental Analysis of soil for waste classification Quote/SampleEnvironmental Analysis of liquid for waste classification Quote/SampleGround Resistance Tester (Four Point Method), plus travel 1,785.00$ EachPotholing, twoman crew 630.00$ HourGround Penetrating Radar (GPR) for Locating Utilities 1,575.00$ DaySkip Loader, min 4 hour, plus delivery 265.00$ HourItem $/Unit UnitReview of Concrete Mix Design 175.00$ Each Fabrication Shop Inspections
Field Analysis
Mix Design Review
Review of Concrete Mix Design, per Trial Batch, 6 cylinder, ACI 265.00$ EachReview of Grout Mix Design 175.00$ EachReview of Mortar Mix Design 175.00$ EachReview of Asphalt Mix Design 220.00$ EachReview of Asphalt Mix Design, Caltrans 160.00$ EachItem $/Unit UnitAll hold samples are charged at the same rate as the testing rateTechnician for Specimen pick up, minimum 2 hours 125.00$ HourVehicle (Up to 100 miles) 80.00$ TripItem $/Unit UnitBrass Mold 20.00$ EachConcrete Air Meter 55.00$ DayConcrete Unit Weight (Scale, Bucket, Rod and Mallet) 35.00$ DayField Vehicle Usage (Up to 100 miles) 80.00$ TripConcrete/Asphalt Coring Equipment rental (min 4 hrs and 8 hrs after) 210.00$ HourFireproofing Adhesion/Cohesion 20.00$ TestHand Auger Equipment 140.00$ DayLevel D Personal Protective Equipment (PPE), per person 45.00$ DayLiquid Penetrating Consumables 35.00$ DayMagnetic Particle Equipment and Consumables 45.00$ DayUltrasonic Equipment and Consumables 70.00$ DayNuclear Density Gauge Usage 20.00$ HourCompaction Test, per location 20.00$ TestPortable Concrete Laboratorynot including Technicians$ Quote/DayPachometer (Rebar Locator) 60.00$ DayEnvironmental PID Usage 210.00$ DayPull Test Equipment 80.00$ DaySand Cone Test Kit (Scale, Burner, Sand Cone Apparatus) 190.00$ DaySchmidt Hammer 55.00$ DayTorque Wrench, Small 20.00$ DayTorque Wrench, Large 40.00$ DayTorque Multiplier (Skidmore) 100.00$ DayMiscellaneous Equipment Charge$ Quote EachVapor Emission Kit 60.00$ EachField Resistivity Meter 250.00$ DayWater Level Meter 85.00$ DayEnvironmental ph/Turbidity/Conductivity/Temp Meter 115.00$ DayEnvironmental FID Usage 115.00$ DayEnvironmental groundwater sampling pump 225.00$ DayXRF Lead Analyzer 850.00$ DayRelative Humidity 80.00$ DayGPR (Groud Penetrating Radar), for buried rebar in concrete 95.00$ HourLoad Cell for tensionMaximum 2,000 lb 60.00$ HourBarologger Solinst A/E 61160 190.00$ DayDrone Site Monitoring & Mapping 235.00$ DayEquipment for Double Ring Infiltrometer Testing per ASTM D3385 790.00$ DayEquipment for Standard Test Method for Permeability of Synthetic Turf Sports Field BasedStone and Surface System by Nonconfined Area Flood Test Method. ASTM F2898265.00$ Day Sample PickUp/HoldField Equipment Charges
Minor Traffic Control Equipment for residential/minor or secondary collector (signs andcones)1,785.00$ DayZefon High Volume Air Sampling Pump160.00$ DayZefon Rotameter40.00$ DayPCM Air Cassettes15.00$ EachTEM Air Cassettes15.00$ EachGhost Wipes for surface sampling, including lead and beryllium testing5.00$ EachTEM Cassette, 25mm, Microvac for collection of fibers and particulate15.00$ EachAutomatic Pulloff Adhesion Tester (ASTM C1583)370.00$ Day50mm Dolly's for ASTM C158370.00$ EachItem $/Unit Unit6”x12”Cylinder: Compression Strength (ASTM C39) 40.00$ Test6”x6”x18”Flexural Beams Not Exceeding Referenced Size (ASTM C78, C293, or CTM 523) 90.00$ TestCylinders: Splitting Tensile Strength (ASTM C496) 90.00$ TestCore Compression including Trimming (ASTM C39) 55.00$ TestConcrete Core Compression excludes sampling (C42) 60.00$ TestCoring of Test Panels in Lab 25.00$ EachDiamond Sawing of Cores or Cylinders (ASTM C642) 25.00$ TestDensity, Absorption, and Voids in Hardened Concrete (ASTM C642) 330.00$ TestModulus of Elasticity Static Test (ASTM C469) 140.00$ TestUnit Weight Including Lightweight Concrete 70.00$ TestLightweight Concrete Fill, Compression (C495) 30.00$ TestDrying Shrinkage Up to 28 Days: Three3”x3”or4”x4”Bars, Five Readings up to 28 Dry Days(ASTM C157)415.00$ TestAdditional Reading 50.00$ Set of 3 BarsStorage Over Ninety (90) Days 40.00$Set of 3 Bars/MonthSplitting Tensile Strength (C496) 60.00$ TestCoefficient of Thermal Expansion of Concrete (CRD 39, AASHTO T336) 880.00$ TestCompression Test (ASTM C495 and C472) 50.00$ TestAir Dry Density (ASTM C472) 40.00$ TestOven Dry Density (ASTM C495) 65.00$ TestSample Trimming in the lab, up6”diameter 20.00$ TestItem $/Unit UnitCompression (3 Required Per ASTM C90) 65.00$ EachAbsorption/Moisture Content/Oven Dry Density (3 Required per ASTM) 100.00$ EachLinear/Volumetric Shrinkage (ASTM C426) 110.00$ TestWeb and Face Shell Measurements 50.00$ TestTension Test 190.00$ TestCore Compression 60.00$ TestConformance Package (CTM 90) 65.00$ TestShear Test of Masonry Cores: 2 Faces 100.00$ TestEfflorescence Test (3 Required), each 60.00$ TestItem $/Unit UnitAll trial batch for cement, concrete, grout, mortar, etc Quote Each Schedule of Fees for Laboratory ServicesConcrete Tests
Concrete Block, ASTM C140Laboratory Trial Batch: Cement, Concrete, Grout and MortarBrick Masonry Tests Item $/Unit UnitModulus of Rupture: Flexural (5 Required Per ASTM), each 60.00$ TestCompression Strength (3 Required Per ASTM), each 55.00$ TestAbsorption: 5 Hour or 24 Hour (5 Required), each 55.00$ TestAbsorption: 7 Day (CTM 67) 55.00$ TestAbsorption (Boil): 1, 2, or 5 Hours (5 Required), each 90.00$ TestInitial Rate of Absorption (5 Required), each 45.00$ TestMoisture as Received (CTM 67) 25.00$ TestSaturation Coefficitent (CTM 67) 65.00$ TestEfflorescence (5 Required), each 95.00$ TestCore: Compression, each 80.00$ TestShear Test on Brick Core: 2 Faces, each 100.00$ TestItem $/Unit UnitCompression Test: Composite Masonry Prisms Up To8”x16” 220.00$ TestCompression Test: Composite Masonry Prisms Larger Than8”x16” 320.00$ TestMasonry: Cutting of Cubes or Prisms 80.00$ TestItem $/Unit UnitCompression:2”x4”Mortar Cylinders 50.00$ TestCompression:3”x3”x6”Grout Prisms, Includes Trimming 65.00$ TestCompression:2”Cubes (ASTM C109) 65.00$ TestCompression: Cores (ASTM C42) 65.00$ TestMortar Expansion (ASTM C806) 330.00$ TestItem $/Unit UnitOven Dry Density85.00$ TestItem $/Unit UnitCore Compression Including Trimming (ASTM C42) 65.00$ TestCompression6”x12”Cylinders 40.00$ TestCompression: Cubes 45.00$ TestItem $/Unit UnitAtterberg Limits/Plasticity Index (ASTM D4318)155.00$ TestCalifornia Bearing Ratio (ASTM D1883) 395.00$ TestChloride and Sulfate Content (CTM 417, CTM 422) 160.00$ TestConsolidation, Full Cycle (ASTM 2435, CTM 219) 305.00$ TestCleanness Value:1”x #4 (CTM 227) 205.00$ TestCleanness Value:2.5”x1.5”or1.5”x.75”(CTM 227) 325.00$ TestCorrosivity Series: Sulfate, Cl, pH (CTM 643 and 417) 220.00$ TestLab Resistivity 140.00$ TestDirect Shear Test (ASTM D3080) 280.00$ TestDirect Shear Test, per point 120.00$ TestDirect Shear Test Sample Remolding (ASTM D3080) 50.00$ TestDurability Index Fine Aggregate 175.00$ TestExpansion Index (ASTM D4829, UBC 182) 170.00$ TestDurability Index: Coarse Aggregate 175.00$ TestMaximum Density: Methods A/B/C (ASTM D1557 or D698, CTM 216) 205.00$ Test Fireproofing TestsGunite and Shotcrete TestsSoils and Aggregate Tests Masonry PrismsMortar and Grout
Maximum Density: Check Point abrasion (ASTM D1557) 85.00$ TestMaximum Density: AASHTO C (Modified) (AASHTO T180) 220.00$ TestMoisture Density Rock Correction 175.00$ TestMoisture Content (ASTM D2216, CTM 226) 25.00$ TestMoisture, Ash and Organic Matter of Peat/Organic Soils 105.00$ TestDensity: Ring Sample (ASTM D2937) 35.00$ TestDensity: Shelby Tube Sample (ASTM D2937) 60.00$ TestOrganic Impurities (ASTM C40) 105.00$ TestFailing Head Permeability (ASTM D2434) 275.00$ TestRValue: Soil (ASTM 2844) 390.00$ TestRValue: Aggregate Base (ASTM D2844) 390.00$ TestSand Equivalent (ASTM D2419, CTM 217) 145.00$ TestSoil Classification (ASTM D2487) 40.00$ TestSieve #200 Wash Only (ASTM D1140) 105.00$ TestSieve with Hydrometer: Sand to Clay (ASTM D422) 320.00$ TestSieve Analysis including Wash (ASTM C136) 190.00$ TestSieve Analysis Without Wash 130.00$ TestSpecific Gravity and Absorption: Coarse (ASTM C127, CTM 202) 105.00$ TestSpecific Gravity and Absorption: Fine(ASTM C128, CTM 207) 175.00$ TestSwell/Settlement Potential: One Dimensional (ASTM D4546) 180.00$ TestUnit Weight Coarse Aggregate 90.00$ TestUnit Weight Fine Aggregate 90.00$ TestVoids in Aggregate (ASTM C29) 100.00$ TestUnconfined Compression (ASTM D2166, CTM 221) 110.00$ TestLA Rattler 215.00$ TestpH of soil 25.00$ TestPocket Penetration Test 10.00$ TestInfiltration Rate of Soils in Field Using DoubleRing Infiltrometer (ASTM D3385) 2,310.00$ TestPermeability of Synthetic Turf Sports Field Base Stone and Surface System by NonConfinedArea Flood Test Method ASTM F28981,155.00$ TestShrinkage of Soil Mixture 305.00$ TestHydraulic Conductivity of Saturated Porous Materials by Flexible Wall (ASTM D5084) 250.00$ TestConsolidated Drained Triaxial Compression Test for Soils (ASTM D7181) 295.00$ TestConsolidated Undrained Triaxial Compression Test for Cohesive Soils (ASTM D4767) 330.00$ TestUnconsolidatedUndrained Triaxial Compression Test on Cohesive Soils (ASTM D2850) 310.00$ TestTriaxial Shear, C.D., three points, (CTM 230) 295.00$ TestTriaxial Shear, C.U., three points (ASTM D4767, CTM 230) 330.00$ TestTriaxial Shear, U.U., one point (ASTM D2850, CTM 230) 310.00$ TestWax Density (ASTM D1188) 65.00$ TestClay Lumps and Friable Particles (CTM 142) 60.00$ TestCrushed Particles (CTM 205) 80.00$ TestMortar Making Properties of Fine Aggregate (CTM 87) 145.00$ TestItem $/Unit UnitAsphalt Core Density 65.00$ TestExtraction % AC by Ignition Oven (CTM 382)/ Binder 195.00$ TestGradation on Extracted Asph (ASTM D6507 andD5444, CTM 202, and CTM 382) 110.00$ TestMoisture Content (CTM 370) 85.00$ TestMaximum Theoretical Specific Gravity (RICE) (ASTM D2041, CTM 309) 175.00$ TestSpecific Gravity and Absorption: Coarse (ASTM C127, CTM 206) 100.00$ TestSpecific Gravity and Absorption: Fine (ASTM C128, CTM 207) 175.00$ TestSieve Analysis (ASTM D5444 and C136) 105.00$ TestSieve Analysis with Wash (ASTM D5444) 155.00$ TestSand Equivalent (ASTM D2419) 150.00$ TestAsphalt Concrete Tests 5 pt LTMD Bulk Specific Gravity (CTM 308, CTM 375) 315.00$ TestFlat and Elongated Particles (ASTM D4791) 230.00$ TestFine Aggregate Angularity (AASHTO T304 A) 215.00$ TestMaximum Density HVEEM (ASTM D1560) 230.00$ TestMaximum Density Marshall (ASTM D1559 and D561) 230.00$ TestMix Stability (CTM 304) 230.00$ TestWet track Abrasion Loss (ASTM D3910), each 195.00$ TestExtraction % of Emulsion (ASTM D6307) 170.00$ TestSlurry seal field consistency test (ASTM D3910) 95.00$ TestMaximum Theoretical Unit Weight (ASTM D2041) 170.00$ TestItem $/Unit UnitBend Test: #11 or Smaller 70.00$ TestBend Test: Larger Than # 11 105.00$ TestTensile Test: # 11 or Smaller 95.00$ TestTensile Test: # 14 125.00$ TestTensile Test: # 18 315.00$ TestSlippage Test In Addition to Tensile Test (Per Caltrans 521.08C) 370.00$ TestTensile Test: Mechanical Splice # 11 and Smaller 135.00$ TestTensile Test: Mechanical Splice # 14 190.00$ TestTensile Test: Mechanical Splice # 18 370.00$ TestTensile Test: Welded # 11 and Smaller 95.00$ TestTensile Test: Welded # 14 135.00$ TestTensile Test: Welded # 18 315.00$ TestSample Straightening for Bend or Tensile Test (if required) 70.00$ TestTesting MultiWire Steel Prestressing Strand 370.00$ TestTensile Test: THead #11 and Smaller 170.00$ TestTensile Test: THead #14 220.00$ TestTensile Test: THead #18 315.00$ TestTensile Test: Welded Hoops # 11 and Smaller 135.00$ TestTensile Test: Welded Hoops # 14 190.00$ TestHigh Strength Bolt, Nut and Washer Conformance, set, A32 140.00$ TestStructural Steel Tensile Test up to 200,000 lbs. (machining extra), A370 45.00$ TestItem $/Unit UnitHardness Test (Rockwell) and Brinnel (ASTM E18) 85.00$ TestHardness Test of Nuts 95.00$ TestHardness Test of Bolts 110.00$ TestHardness Test of Washers 95.00$ TestASTM F606 Bolt Axial, Wedge Tensile and Proof load 130.00$ TestItem $/Unit UnitEquipment Concrete (4 and 8 hour minimum) 220.00$ HourIndividual Core Prices (all prices are for a four core minimum job):$Slab on Grade Coring for2”,3”and4”Diameter (first6”depth) each 80.00$ TestSlab on Grade Coring for6”and8”Diameter (first6”depth) each 85.00$ TestSlab on Grade Concrete Core (price per inch after6”depth) 10.00$ TestWall Cores2”,3”and4”(first6”in depth) each 95.00$ TestWall Concrete Core (price per inch after6”in depth), per inch(Wall core pries based on Contractor supplying access to area to be cored)10.00$ InchMiscellaneous Concrete Coring Prices:$Metal TestingConcrete Coring Services Reinforcing Steel
Patching Slab on Grade Cored Holes with 2500 psi Concrete Patch, each 20.00$ TestThickness Determination per ASTM C42, each 20.00$ TestCompression Strength Determination 70.00$ TestItem $/Unit UnitAlternate Individual Core Prices (all prices are for a four core minimum job):Asphaltic Concrete Cores2”,3”and4”Diameter (First6”in depth), each 80.00$ TestAsphaltic Concrete Cores6”and8”Diameter (First6”in depth), each 80.00$ TestAsphaltic Concrete Cores price per inch after6”in depth, each 10.00$ TestMiscellaneous Asphaltic Coring Prices:Patching of Core Drilled Holes Using Cold Patch Material, each 35.00$ TestThickness Determination per ASTM C42, each 40.00$ TestSpecific Gravity for Determination of Percent Compaction per ASTM D 2726, each 50.00$ TestSpecific Gravity for Determination of Percent Compaction by Paraffin, each 70.00$ TestItem $/Unit UnitAsbestos Polarized Light Microscopy (PLM) 6hour/rush Turnaround, each35.00$ TestAsbestos Polarized Light Microscopy (PLM) 8hour Turnaround, each 25.00$ TestAsbestos Polarized Light Microscopy (PLM) 24hour Turnaround, each 20.00$ TestAsbestos Polarized Light Microscopy (PLM) 48hour Turnaround, each 20.00$ TestAsbestos Polarized Light Microscopy (PLM) 72hour Turnaround, each 20.00$ TestAsbestos Polarized Light Microscopy (PLM) 5day Turnaround, each 15.00$ TestAsbestos Polarized Light Microscopy (PLM) 10day Turnaround, each 15.00$ TestPhase Contrast Microscopy (PCM) 6hour Turnaround, each 30.00$ TestPhase Contrast Microscopy (PCM) 24hour Turnaround, each 20.00$ TestPhase Contrast Microscopy (PCM) 48hour Turnaround, each 20.00$ TestPhase Contrast Microscopy (PCM) 3day Turnaround, each 15.00$ TestPhase Contrast Microscopy (PCM) 5day Turnaround, each 15.00$ TestAsbestos Transmission Electron Microscopy (TEM) AHERA, 68 hour Turnaround, each 210.00$ TestAsbestos Transmission Electron Microscopy (TEM) AHERA, 24 hour Turnaround, each 150.00$ TestAsbestos Transmission Electron Microscopy (TEM) AHERA, 48 hour Turnaround, each 135.00$ TestAsbestos Transmission Electron Microscopy (TEM) AHERA, 3day Turnaround, each 120.00$ TestAsbestos Transmission Electron Microscopy (TEM) AHERA, 5day Turnaround, each 115.00$ TestAsbestos Polarized Light Microscopy (PLM) 1000 Point Count, 4hour Turnaround, each 125.00$ TestAsbestos Polarized Light Microscopy (PLM) 1000 Point Count, 8hour Turnaround, each 120.00$ TestAsbestos Polarized Light Microscopy (PLM) 1000 Point Count, 24hour Turnaround, each 115.00$ TestAsbestos Polarized Light Microscopy (PLM) 1000 Point Count, 48hour Turnaround, each 105.00$ TestAsbestos Polarized Light Microscopy (PLM) 1000 Point Count, 72hour Turnaround, each 95.00$ TestAsbestos Polarized Light Microscopy (PLM) 1000 Point Count, 5day Turnaround, each 85.00$ TestAsbestos TEM NIOSH 7402, same day Turnaround, each 140.00$ TestAsbestos TEM NIOSH 7402, 24hour Turnaround, each 115.00$ TestAsbestos TEM NIOSH 7402, 72hour Turnaround, each 90.00$ TestAsbestos TEM NIOSH 7402, 5day Turnaround, each 85.00$ TestAsbestos TEM Microvac Dust Quantitative, 6hour Turnaround, each 360.00$ TestAsbestos TEM Microvac Dust Quantitative, 24hour Turnaround, each 265.00$ TestAsbestos TEM Microvac Dust Quantitative, 48hour Turnaround, each 240.00$ TestAsbestos TEM Microvac Dust Qualitative, 24hour Turnaround, each 190.00$ TestAsbestos TEM Microvac Dust Qualitative, 48hour Turnaround, each 180.00$ TestAsbestos TEM Microvac Dust Qualitative, 3day Turnaround, each 150.00$ TestAsbestos TEM Microvac Dust Qualitative, 5day Turnaround, each 135.00$ TestLead Wipe Dust (Flame Atomic Absorption), 4hour Turnaround, each 45.00$ TestLead Wipe Dust (Flame Atomic Absorption), 6hour/same day Turnaround, each 25.00$ TestLead Wipe Dust (Flame Atomic Absorption), 24hour Turnaround, each 20.00$ Test Asphalt Concrete Coring ServicesEnvironmental Tests
Lead Wipe Dust (Flame Atomic Absorption), 48hour Turnaround, each 15.00$ TestLead Wipe Dust (Flame Atomic Absorption), 3day Turnaround, each 15.00$ TestLead Air Sample (Flame Atomic Absorption), 4hour Turnaround, each 45.00$ TestLead Air Sample (Flame Atomic Absorption), 6hour/same day Turnaround, each 25.00$ TestLead Air Sample (Flame Atomic Absorption), 24hour Turnaround, each 20.00$ TestLead Air Sample (Flame Atomic Absorption), 48hour Turnaround, each 15.00$ TestLead Paint Chip (Flame Atomic Absorption), 3day Turnaround, each 15.00$ TestLead Paint Chip (Flame Atomic Absorption), 4hour Turnaround, each 45.00$ TestLead Paint Chip (Flame Atomic Absorption), 6hour/same day Turnaround, each 25.00$ TestLead Paint Chip (Flame Atomic Absorption), 24hour Turnaround, each 20.00$ TestLead Paint Chip (Flame Atomic Absorption), 48hour Turnaround, each 15.00$ TestLead Paint Chip (Flame Atomic Absorption), 3day Turnaround, each 15.00$ TestLead Soil (Flame Atomic Absorption), 3hour Turnaround, each 50.00$ TestLead Soil (Flame Atomic Absorption), 6hour Turnaround, each 35.00$ TestLead Soil (Flame Atomic Absorption), 24hour Turnaround, each 30.00$ TestLead Soil (Flame Atomic Absorption), 32hour Turnaround, each 25.00$ TestLead Soil (Flame Atomic Absorption), 48hour Turnaround, each 20.00$ TestLead Soil (Flame Atomic Absorption), 3day Turnaround, each 20.00$ TestLead Soil (Flame Atomic Absorption), 4day Turnaround, each 20.00$ TestLead Soil (Flame Atomic Absorption), 5day Turnaround, each 20.00$ Test

ON-CALL CONTRACT

Date 5/21/2026CodeItem$/UnitUnitQuantityTotal Material and EquipmentE350 Brass Mold21.00$ Each-$ E351 Concrete Air Meter53.00$ Day-$ E352 Concrete Unit Weight (Scale, Bucket, Rod and Mallet)32.00$ Day-$ E354 Concrete/Asphalt Coring Equipment rental (min 4 hrs and 8 hrs after)200.00$ Hour-$ E355 Fireproofing Adhesion/Cohesion21.00$ Test-$ E356 Hand Auger Equipment131.00$ Day-$ E357 Level D Personal Protective Equipment (PPE), per person42.00$ Day-$ E358 Liquid Penetrating Consumables32.00$ Day-$ E359 Magnetic Particle Equipment and Consumables42.00$ Day-$ E360 Ultrasonic Equipment and Consumables68.00$ Day-$ E361 Nuclear Density Gauge Usage19.00$ Hour-$ E362 Compaction Test, per location21.00$ Test-$ E363 Portable Concrete Laboratory-not including Technicians-$ Quote/Day-$ E364 Pachometer (Rebar Locator)58.00$ Day-$ E365 Environmental PID Usage200.00$ Day-$ E366 Pull Test Equipment74.00$ Day-$ E367 Sand Cone Test Kit (Scale, Burner, Sand Cone Apparatus)179.00$ Day-$ E368 Schmidt Hammer53.00$ Day-$ E369 Torque Wrench, Small21.00$ Day-$ E370 Torque Wrench, Large37.00$ Day-$ E371 Torque Multiplier (Skidmore)95.00$ Day-$ E372 Miscellaneous Equipment Charge-$ Quote Each-$ E373 Vapor Emission Kit58.00$ Each-$ E374 Field Resistivity Meter240.00$ Day-$ E375 Water Level Meter80.00$ Day-$ E376 Environmental ph/Turbidity/Conductivity/Temp Meter110.00$ Day-$ E377 Environmental FID Usage110.00$ Day-$ E378 Environmental groundwater sampling pump215.00$ Day-$ E379 XRF Lead Analyzer131.00$ Hour-$ E380 Relative Humidity74.00$ Day-$ E381 GPR (Ground Penetrating Radar), for buried rebar in concrete90.00$ Hour-$ E382 Load Cell for tension - Maximum 2,000 lb55.00$ Hour-$ E383 Equipment for Double Ring Infiltrometer Testing per ASTM D3385750.00$ Day -$ E384Equipment for Standard Test Method for Permeability of Synthetic Turf Sports Field Based Stone and Surface System by Non-confined Area Flood Test Method. ASTM F2898250.00$ Day -$ E385Minor Traffic Control Equipment for residential/minor or secondary collector (signs and cones)1,700.00$ Day -$ E386 Barologger Solinst A/E 61160180.00$ Day-$ E387 Drone Site Monitoring & Mapping225.00$ Day-$ E388 Zefon High Volume Air Sampling Pump150.00$ Day-$ E389 Zefon Rotameter40.00$ Day-$ E390 PCM Air Cassettes15.00$ Each-$ E391 TEM Air Cassettes15.00$ Each-$ E392 Ghost Wipes for surface sampling, including lead and beryllium testing5.00$ Each-$ E393 TEM Cassette, 25mm, Microvac for collection of fibers and particulate 15.00$ Each-$ E394 Automatic Pull-off Adhesion Tester (ASTM C1583)350.00$ Day-$ E395 50mm Dolly's for ASTM C158365.00$ Each-$ Concrete TestingC40037.00$ Test-$ C40184.00$ Test-$ C402 Cylinders: Splitting Tensile Strength (ASTM C496)84.00$ Test-$ C403 Core Compression including Trimming (ASTM C39)53.00$ Test-$ C404 Coring of Test Panels in Lab26.00$ Each-$ C405 Diamond Sawing of Cores or Cylinders (ASTM C642)26.00$ Test-$ C406 Density, Absorption, and Voids in Hardened Concrete (ASTM C642)315.00$ Test-$ C407 Modulus of Elasticity Static Test (ASTM C469)131.00$ Test-$ C408 Unit Weight Including Lightweight Concrete68.00$ Test-$ ODC RatesCity of Santa Ana 26-059AAESCO Proposal No. P9452 ODC RatesCity of Santa Ana 26-059AAESCO Proposal No. P9452C409Days (ASTM C157)394.00$ Test -$ C410 Additional Reading47.00$ Set of 3 Bars-$ C411 Storage Over Ninety (90) Days37.00$ Set of 3 Bars/Month-$ C435 Coefficient of Thermal Expansion of Concrete (CRD 39, AASHTO T336)840.00$ Test-$ C436 Compression Test (ASTM C495 and C472)47.00$ Test-$ C437 Air Dry Density (ASTM C472)37.00$ Test-$ C438 Oven Dry Density (ASTM C495)63.00$ Test-$ C43921.00$ Test-$ Masonry and Brick TestingC412 Compression (3 Required Per ASTM)63.00$ Each-$ C413 Absorption/Moisture Content/Oven Dry Density (3 Required per ASTM)95.00$ Each-$ C414 Linear/Volumetric Shrinkage (ASTM C426)105.00$ Test-$ C415 Web and Face Shell Measurements47.00$ Test-$ C416 Tension Test179.00$ Test-$ C417 Core Compression58.00$ Test-$ C418 Shear Test of Masonry Cores: 2 Faces95.00$ Test-$ C419 Efflorescence Test (3 Required), each58.00$ Test-$ M500 Modulus of Rupture: Flexural (5 Required Per ASTM), each58.00$ Test-$ M501 Compression Strength (3 Required Per ASTM), each53.00$ Test-$ M502 Absorption: 5 Hour or 24 Hour (5 Required), each53.00$ Test-$ M503 Absorption (Boil): 1, 2, or 5 Hours (5 Required), each84.00$ Test-$ M504 Initial Rate of Absorption (5 Required), each42.00$ Test-$ ODC RatesCity of Santa Ana 26-059AAESCO Proposal No. P9452M505 Efflorescence (5 Required), each89.00$ TestM506 Core: Compression, each74.00$ Test-$ M507 Shear Test on Brick Core: 2 Faces, each95.00$ Test-$ M508210.00$ Test-$ M509305.00$ Test-$ M510 Masonry: Cutting of Cubes or Prisms74.00$ Test-$ MortarM51147.00$ Test-$ M51263.00$ Test-$ M51363.00$ Test-$ M514 Compression: Cores (ASTM C42)63.00$ Test-$ M515 Mortar Expansion (ASTM C806)315.00$ Test-$ -$ F550 Oven Dry Density 79.00$ Test-$ F551 Adhesion/Cohesions Testing, per hour, 4 hour minimum 126.00$ Test-$ CoreC420 Core Compression Including Trimming (ASTM C42) 63.00$ Test-$ C42137.00$ Test-$ C422 Compression: Cubes 42.00$ Test-$ SoilsS600 Atterberg Limits/Plasticity Index (ASTM D4318)147.00$ Test-$ S601 Chloride and Sulfate Content (CTM 417, CTM 422)152.00$ Test-$ S602 Consolidation, Full Cycle (ASTM 2435, CTM 219)289.00$ Test-$ S603194.00$ Test-$ S604310.00$ Test-$ S605 Corrosivity Series: Sulfate, Cl, pH (CTM 643 and 417)210.00$ Test-$ S606 Lab Resistivity 131.00$ Test-$ S607 Direct Shear Test (ASTM D3080)268.00$ Test-$ S608 Direct Shear Test, per point116.00$ Test-$ S609 Direct Shear Test Sample Remolding (ASTM D3080)47.00$ Test-$ S610 Durability Index Fine Aggregate168.00$ Test-$ S611 Expansion Index (ASTM D4829, UBC 18-2)163.00$ Test-$ S612 Durability Index: Coarse Aggregate168.00$ Test-$ S613 Maximum Density: Methods A/B/C (ASTM D1557 or D698, CTM 216)194.00$ Test-$ S614 Maximum Density: Check Point abrasion (ASTM D1557)79.00$ Test-$ S615 Maximum Density: AASHTO C (Modified) (AASHTO T-180)210.00$ Test-$ S616 Moisture Density Rock Correction168.00$ Test-$ S617 Moisture Content (ASTM D2216, CTM 226)26.00$ Test-$ S618 Density: Ring Sample (ASTM D2937)32.00$ Test-$ S619 Density: Shelby Tube Sample (ASTM D2937)58.00$ Test-$ S620 Organic Impurities (ASTM C40)100.00$ Test-$ S621 Failing Head Permeability (ASTM D2434)263.00$ Test-$ S622 R-Value: Soil (ASTM 2844)373.00$ Test-$ S623 R-Value: Aggregate Base (ASTM D2844)373.00$ Test-$ S624 Sand Equivalent (ASTM D2419, CTM 217)137.00$ Test-$ S625 Soil Classification (ASTM D2487)37.00$ Test-$ S626 Sieve #200 Wash Only (ASTM D1140)100.00$ Test-$ S627 Sieve with Hydrometer: Sand to Clay (ASTM D422)305.00$ Test-$ S628 Sieve Analysis including Wash (ASTM C136)179.00$ Test-$ S629 Sieve Analysis Without Wash126.00$ Test-$ S630 Specific Gravity and Absorption: Coarse (ASTM C127, CTM 202)100.00$ Test-$ S631 Specific Gravity and Absorption: Fine(ASTM C128, CTM 207)168.00$ Test-$ S632 Swell/Settlement Potential: One Dimensional (ASTM D4546)173.00$ Test-$ S633 Unit Weight Coarse Aggregate84.00$ Test-$ S634 Unit Weight Fine Aggregate84.00$ Test-$ S635 Voids in Aggregate (ASTM C29)95.00$ Test-$ S636 Unconfined Compression (ASTM D2166, CTM 221)105.00$ Test-$ S637 LA Rattler205.00$ Test-$ S638 pH of soil26.00$ Test-$ S639 Pocket Penetration Test 11.00$ Test-$ S640 Infiltration Rate of Soils in Field Using Double-Ring Infiltrometer (ASTM D3385)2,200.00$ Test-$ ODC RatesCity of Santa Ana 26-059AAESCO Proposal No. P9452S641Permeability of Synthetic Turf Sports Field Base Stone and Surface System by Non-Confined Area Flood Test Method ASTM F28981,100.00$ Test -$ S642Pocket vane shear ASTM D8121/8121M18.00$ Test-$ SoilsA650 Asphalt Core Density63.00$ Test-$ A651 Extraction % AC by Ignition Oven (CTM 382) 184.00$ Test-$ A652 Gradation on Extracted Asph (ASTM D6507 andD5444, CTM 202, and CTM 382)105.00$ Test-$ A653 Moisture Content (CTM 370)79.00$ Test-$ A654 Maximum Theoretical Specific Gravity (RICE) (ASTM D2041, CTM 309)168.00$ Test-$ A655 Specific Gravity and Absorption: Coarse (ASTM C127, CTM 206)95.00$ Test-$ A656 Specific Gravity and Absorption: Fine (ASTM C128, CTM 207)168.00$ Test-$ A657 Sieve Analysis (ASTM D5444 and C136)100.00$ Test-$ A658 Sieve Analysis with Wash (ASTM D5444)147.00$ Test-$ A659 Sand Equivalent (ASTM D2419)142.00$ Test-$ A660 5 pt LTMD Bulk Specific Gravity (CTM 308, CTM 375)299.00$ Test-$ A661 Flat and Elongated Particles (ASTM D4791)221.00$ Test-$ A662 Fine Aggregate Angularity (AASHTO T304 A)205.00$ Test-$ A663 Maximum Density HVEEM (ASTM D1560)221.00$ Test-$ A664 Maximum Density Marshall (ASTM D1559 and D561)221.00$ Test-$ A665 Mix Stability (CTM 304)221.00$ Test-$ A668 Wet track Abrasion Loss (ASTM D3910), each184.00$ Test-$ A669 Extraction % of Emulsion (ASTM D6307) 163.00$ Test-$ A670 Slurry seal field consistency test (ASTM D3910)89.00$ Test-$ A671 Maximum Theoretical Unit Weight (ASTM D2041)160.00$ Test-$ RebarsR700 Bend Test: #11 or Smaller68.00$ Test-$ R701 Bend Test: Larger Than # 11 100.00$ Test-$ R702 Tensile Test: # 11 or Smaller89.00$ Test-$ R703 Tensile Test: # 14121.00$ Test-$ R704 Tensile Test: # 18300.00$ Test-$ R705 Slippage Test In Addition to Tensile Test (Per Caltrans 52-1.08C)350.00$ Test-$ R706 Tensile Test: Mechanical Splice # 11 and Smaller130.00$ Test-$ R707 Tensile Test: Mechanical Splice # 14180.00$ Test-$ R708 Tensile Test: Mechanical Splice # 18350.00$ Test-$ R709 Tensile Test: Welded # 11 and Smaller90.00$ Test-$ R710 Tensile Test: Welded # 14130.00$ Test-$ R711 Tensile Test: Welded # 18 300.00$ Test-$ R712 Sample Straightening for Bend or Tensile Test (if required)65.00$ Test-$ R713 Testing Multi-Wire Steel Prestressing Strand350.00$ Test-$ R714 Tensile Test: T-Head #11 and Smaller 160.00$ Test-$ R715 Tensile Test: T-Head #14 210.00$ Test-$ R716 Tensile Test: T-Head #18 300.00$ Test-$ R717 Tensile Test: Welded Hoops # 11 and Smaller130.00$ Test-$ R718 Tensile Test: Welded Hoops # 14180.00$ Test-$ Bolts and NutsR719High Strength Bolt, Nut and Washer Conformance, set, A-32135.00$ Test-$ R720Structural Steel Tensile Test up to 200,000 lbs. (machining extra), A37045.00$ Test-$ SteelR714 Hardness Test (Rockwell) and Brinnel (ASTM E18)79.00$ TestR715 Hardness Test of Nuts89.00$ Test-$ R716 Hardness Test of Bolts105.00$ Test-$ R717 Hardness Test of Washers89.00$ Test-$ R718 ASTM F606 Bolt Axial, Wedge Tensile and Proof load125.00$ Test-$ Concrete and Asphalt CoringC423 Equipment Concrete (4 and 8 hour minimum)210.00$ Hour-$ Individual Core Prices (all prices are for a four core minimum job): -$ C42474.00$ Test-$ C42579.00$ Test-$ C42611.00$ Test-$ C42789.00$ Test-$ C428 (Wall core pries based on Contractor supplying access to area to be cored)11.00$ Inch -$ ODC RatesCity of Santa Ana 26-059AAESCO Proposal No. P9452Miscellaneous Concrete Coring Prices:-$ C429 Patching Slab on Grade Cored Holes with 2500 psi Concrete Patch, each21.00$ Test-$ C430 Thickness Determination per ASTM C42, each21.00$ Test-$ Alternate Individual Core Prices (all prices are for a four core minimum job): A66174.00$ Test-$ A66274.00$ Test-$ A66311.00$ Test-$ Miscellaneous Asphaltic Coring Prices:A664 Patching of Core Drilled Holes Using Cold Patch Material, each32.00$ Test-$ A665 Thickness Determination per ASTM C42, each37.00$ Test-$ A666 Specific Gravity for Determination of Percent Compaction per ASTM D 2726, each47.00$ Test-$ A667 Specific Gravity for Determination of Percent Compaction by Paraffin, each68.00$ Test-$ Environmental TestingN800 Asbestos Polarized Light Microscopy (PLM) 6-hour/rush Turnaround, each35.00$ Test-$ N801 Asbestos Polarized Light Microscopy (PLM) 8-hour Turnaround, each23.00$ Test-$ N802 Asbestos Polarized Light Microscopy (PLM) 24-hour Turnaround, each21.00$ Test-$ N803 Asbestos Polarized Light Microscopy (PLM) 48-hour Turnaround, each18.00$ Test-$ N804 Asbestos Polarized Light Microscopy (PLM) 72-hour Turnaround, each17.00$ Test-$ N805 Asbestos Polarized Light Microscopy (PLM) 5-day Turnaround, each14.00$ Test-$ N806 Asbestos Polarized Light Microscopy (PLM) 10-day Turnaround, each12.00$ Test-$ N807 Phase Contrast Microscopy (PCM) 6-hour Turnaround, each28.00$ Test-$ N808 Phase Contrast Microscopy (PCM) 24-hour Turnaround, each21.00$ Test-$ N809 Phase Contrast Microscopy (PCM) 48-hour Turnaround, each18.00$ Test-$ N810 Phase Contrast Microscopy (PCM) 3-day Turnaround, each14.00$ Test-$ N811 Phase Contrast Microscopy (PCM) 5-day Turnaround, each12.00$ Test-$ N812 Asbestos Transmission Electron Microscopy (TEM) AHERA, 6-8 hour Turnaround, each202.00$ Test-$ N813 Asbestos Transmission Electron Microscopy (TEM) AHERA, 24 hour Turnaround, each144.00$ Test-$ N814 Asbestos Transmission Electron Microscopy (TEM) AHERA, 48 hour Turnaround, each127.00$ Test-$ N815 Asbestos Transmission Electron Microscopy (TEM) AHERA, 3-day Turnaround, each115.00$ Test-$ N816 Asbestos Transmission Electron Microscopy (TEM) AHERA, 5-day Turnaround, each110.00$ Test-$ N817 Asbestos Polarized Light Microscopy (PLM) 1000 Point Count, 4-hour Turnaround, each120.00$ Test-$ N818 Asbestos Polarized Light Microscopy (PLM) 1000 Point Count, 8-hour Turnaround, each115.00$ Test-$ N819 Asbestos Polarized Light Microscopy (PLM) 1000 Point Count, 24-hour Turnaround, each110.00$ Test-$ N820 Asbestos Polarized Light Microscopy (PLM) 1000 Point Count, 48-hour Turnaround, each98.00$ Test-$ N821 Asbestos Polarized Light Microscopy (PLM) 1000 Point Count, 72-hour Turnaround, each92.00$ Test-$ N822 Asbestos Polarized Light Microscopy (PLM) 1000 Point Count, 5-day Turnaround, each81.00$ Test-$ N823 Asbestos TEM NIOSH 7402, same day Turnaround, each133.00$ Test-$ N824 Asbestos TEM NIOSH 7402, 24-hour Turnaround, each111.00$ Test-$ N825 Asbestos TEM NIOSH 7402, 72-hour Turnaround, each87.00$ Test-$ N826 Asbestos TEM NIOSH 7402, 5-day Turnaround, each81.00$ Test-$ N827 Asbestos TEM Microvac Dust Quantitative, 6-hour Turnaround, each345.00$ Test-$ N828 Asbestos TEM Microvac Dust Quantitative, 24-hour Turnaround, each250.00$ Test-$ N829 Asbestos TEM Microvac Dust Quantitative, 48-hour Turnaround, each230.00$ Test-$ N830 Asbestos TEM Microvac Dust Qualitative, 24-hour Turnaround, each180.00$ Test-$ N831 Asbestos TEM Microvac Dust Qualitative, 48-hour Turnaround, each173.00$ Test-$ N832 Asbestos TEM Microvac Dust Qualitative, 3-day Turnaround, each144.00$ Test-$ N833 Asbestos TEM Microvac Dust Qualitative, 5-day Turnaround, each127.00$ Test-$ N834 Lead Wipe Dust (Flame Atomic Absorption), 4-hour Turnaround, each41.00$ Test-$ N835 Lead Wipe Dust (Flame Atomic Absorption), 6-hour/same day Turnaround, each23.00$ Test-$ N836 Lead Wipe Dust (Flame Atomic Absorption), 24-hour Turnaround, each18.00$ Test-$ N837 Lead Wipe Dust (Flame Atomic Absorption), 48-hour Turnaround, each15.00$ Test-$ N838 Lead Wipe Dust (Flame Atomic Absorption), 3-day Turnaround, each12.00$ Test-$ N839 Lead Air Sample (Flame Atomic Absorption), 4-hour Turnaround, each41.00$ Test-$ N840 Lead Air Sample (Flame Atomic Absorption), 6-hour/same day Turnaround, each23.00$ Test-$ N841 Lead Air Sample (Flame Atomic Absorption), 24-hour Turnaround, each18.00$ Test-$ N842 Lead Air Sample (Flame Atomic Absorption), 48-hour Turnaround, each15.00$ Test-$ N843 Lead Paint Chip (Flame Atomic Absorption), 3-day Turnaround, each12.00$ Test-$ N844 Lead Paint Chip (Flame Atomic Absorption), 4-hour Turnaround, each41.00$ Test-$ N845 Lead Paint Chip (Flame Atomic Absorption), 6-hour/same day Turnaround, each23.00$ Test-$ N846 Lead Paint Chip (Flame Atomic Absorption), 24-hour Turnaround, each18.00$ Test-$ N847 Lead Paint Chip (Flame Atomic Absorption), 48-hour Turnaround, each15.00$ Test-$ N848 Lead Paint Chip (Flame Atomic Absorption), 3-day Turnaround, each12.00$ Test-$ ODC RatesCity of Santa Ana 26-059AAESCO Proposal No. P9452N849 Lead Soil (Flame Atomic Absorption), 3-hour Turnaround, each46.00$ Test-$ N850 Lead Soil (Flame Atomic Absorption), 6-hour Turnaround, each35.00$ Test-$ N851 Lead Soil (Flame Atomic Absorption), 24-hour Turnaround, each27.00$ Test-$ N852 Lead Soil (Flame Atomic Absorption), 32-hour Turnaround, each22.00$ Test-$ N853 Lead Soil (Flame Atomic Absorption), 48-hour Turnaround, each20.00$ Test-$ N854 Lead Soil (Flame Atomic Absorption), 3-day Turnaround, each19.00$ Test-$ N855 Lead Soil (Flame Atomic Absorption), 4-day Turnaround, each18.00$ Test-$ N856 Lead Soil (Flame Atomic Absorption), 5-day Turnaround, each17.50$ Test-$

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.